[试验检测师] 隧道题库 [复制链接]

隧道工程试验检测试卷库（共7卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

一、单项选择题（第1卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．属于支护材料检测的是 ② 。 ①排水管材检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②钢构件材质检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③支护受力量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④衬砌质量检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．穿越煤系地层的隧道其施工环境检测的主要任务是检测 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①CO}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②CO2}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③SO2}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④CH4}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．一种理想的注浆材料应满足 ① 。 ①浆液粘度低，渗透力强，流动性好；②浆液粘度高，渗透力强，流动性好；}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

③浆液粘度高，渗透力弱，流动性差；④浆液粘度低，渗透力弱，流动性差；}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．高分子防水卷材要进行拉伸强度，断裂伸长率和 300% 定伸强度的试验。 ①200%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②300%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③400%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④500%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．用来检验合成高分子防水卷材耐寒性能的有② 。①热空气老化试验 ②脆性温度试验 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③柔度试验}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④拉伸试验}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．石油沥青油毡一般是地面建筑常用的防水材料，在隧道工程中，它主要用于 ④ 的外防水。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 整个隧道}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 洞身段}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 明洞段}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 断层破碎带}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．土工织物是柔性材料，主要通过 ④ 来承受荷载以发挥工程作用。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 抗压强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 抗剪强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 顶破强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 抗拉强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．对于隧道超、欠挖的检测，关键是要正确地测出隧道开挖的 实际轮廓线 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 实际轮廓线}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 设计轮廓线 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 超挖量}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 欠挖量}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．隧道施工规范中规定，应严格控制欠挖，当岩层完整，岩石抗压强度大于30MPa并确认不影响衬砌稳定时，允许岩石个别突出部分欠挖，但其隆起量不得大于 5cm 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 5cm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 10cm }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 15cm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 20cm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10. 用拉拔设备进行锚杆拉拔试验时，一般要求加载速率为 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 5kN/min}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 10 kN/min}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③50 kN/min}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④100 kN/min}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

11．在检查锚杆安装尺寸时，孔径大于杆体直径 ② 时，可认为孔径符合要求。① 10mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 15mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 20mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 25mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

12．喷射混凝土的③ 是表示基物理力学性能及耐久性的一个综合指标，工程上把它作为重要检测内容。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①抗拉强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②粘结强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③抗压强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④疲劳强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

13．隧道排水系统地下水的流程，以下哪一个流程是对的 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 围岩→纵向排水管→环向排水管→横向盲管→中央排水管}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

② 围岩→纵向排水管→横向排水管→环向盲管→中央排水管}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

③ 围岩→横向盲管→环向排水管→纵向排水管→中央排水管}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

④ 围岩→环向排水管→纵向排水管→横向盲管→中央排水管}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

14．修补防水层破损处时，所用的补钉一般剪成 ① 。 ① 圆形 ② 正方形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 长方形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 三角形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

15．围岩周边位移量测时，洞口段和埋深小于两倍隧道宽度的地段，量测断面的间距应为 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 0～5m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 5～10m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 10～15m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 15～20m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

16．围岩内部位移量测时，锚固器安装位置的一般原则是 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 沿钻孔均匀安装 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 钻孔深处布点稀、浅处布点密}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 钻孔深处布点密，浅处布点稀 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 钻孔中部布点密，两头布点稀}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

17． ③ 是隧道防水工程的最重要的也是最后的一道防线。 ① 初期支护}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 防水层}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 混凝土衬砌}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 土工布}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

18．用回弹仪检测混凝土强度，计算测区平均回弹值时，应从测区的16个回弹值中剔除最大值和最小值}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

各 ③ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
个。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 1}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 2}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 3}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 4}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

19．隧道施工时，CO浓度一般情况下要求不大于 ① mg/m3。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 30 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 50 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 80 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 100}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．照度检测时通常将光检测器和电流表连接起来，并且表头以 ④ 为单位进行分度而构成照度计。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 安培}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 流明}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 尼特}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 勒克斯}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

（第2卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．最有可能影响车辆安全通过隧道的是 ③ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 隧道渗漏}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 衬砌开裂}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 限界受侵}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 通风不良}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．不属于隧道施工质量检测范畴的是 ① 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 钢筋检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 开挖质量检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 防排水检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 支护质量检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．隧道内最大风速不宜超过 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 4m/s}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 8m/s}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 10m/s }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 12m/s}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．隧道常用的PVC防水卷材是指 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①氯丁橡胶卷材 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 聚氯乙烯防水卷材}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 氯化聚乙烯防水卷材 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 三元乙丙橡胶防水卷材}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．检测高分子防水卷材抗拉强度时试件的形状为 ③ 。① 长方形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 正方形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 哑铃状}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 不规则四边形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6． ④ 是用来反映土工织物抵抗破损裂口扩大能力的。① 抗拉强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 抗剪强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 顶破强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 撕裂强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．公路隧道施工规范中对于断面欠挖的规定是最大不超过 ① 。 ① 5cm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 10cm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 15cm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 20cm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．隧道超、欠挖测定中直接量测开挖断面面积的方法是 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 三维近景摄影法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 使用激光束法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 直角坐标法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 断面仪法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．在隧道局部不良地质地段为避免坍方常用的支护方式是 ① 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 钢支撑}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 锚杆支护}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 喷射混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 锚喷支护}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．Thurner方法可用来检测砂浆锚杆的 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 拉拔力}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 注满度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 耐久性}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 长度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

11．防水板的铺设应该 ③ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 尽量拉紧}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 与喷射混凝土密贴 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 适当松铺 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 由下而上}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

12．隧道施工监控量测的必测项目之一是 ③ 。 ① 地表下沉}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 围岩弹性波}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 拱顶下沉}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 围岩体内位移}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

13．锚杆轴力量测常采用 ③ 。 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 拉拔设备}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 扭力板手}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 量测锚杆}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 声波仪}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

14．隧道衬砌拆模后，衬砌表面蜂窝麻面面积应不超过总表面积的 ① ，其深度不超过10mm。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 0.5%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 1%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 2%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 5%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

15．公路隧道施工规范中规定，隧道施工中含10%以上游离二氧化硅的粉尘时，空气中粉尘浓度不得大于① mg/m3。 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①2}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②4}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③6}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④8}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

16．瓦斯（CH4）常赋存于 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 石灰岩}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 花岗岩}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 富水地层}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 煤系地层}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

17．隧道空气压力测定中， ③ 不能直接用来测相对静压。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① U形压差计 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 单管倾斜压差计 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 空盒气压计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 衬偿微压计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

18．如把路面的光反射视为漫反射，那么亮度L与照度E、反射系数 间的关系为 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

19．运营隧道现场照明检测的基本内容之一是 ① 。 ① 路面照度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 灯具光强}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 灯具光效}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 墙面亮度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．眩光造成的不舒适感是用眩光等级G来表示的，那么G＝5表示 ③ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 有干扰}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 无影响}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 允许的极限}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 很满意}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 拱顶下沉}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤ 锚杆或锚索内力及抗拔力}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

（第3卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1． ③ 不属于支护材料检测范畴。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 锚杆材质检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 钢构件材质检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 衬砌质量检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 喷射混凝土材料检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2． ④ 是水泥细度检验时不会用到的仪器。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 天平}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 试验筛}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 负压筛析仪}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 鼓风箱}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3根据试验，对于砂性土，必须只有浆液颗粒直径小于 ② 孔隙直径浆液才能注入。① 1/2 ② 1/3 ③ 1/5 ④ 1/10。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．土工合成材料刺破强度的单位是 ③ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① MPa}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② N/m }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ N}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ kg}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5． ③ 用来度量土工织物抵抗垂直织物平面的法向压力的能力。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 抗拉强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 撕裂强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 顶破强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 疲劳强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．土工织物抵抗破损裂口扩大依靠的是它的 ④ 。 ① 抗拉强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 疲劳强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 顶破强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 撕裂强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．对于隧道开挖质量的检测，其实质是要正确地测出隧道开挖的 ① 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 实际轮廓线}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 设计轮廓线}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 超挖量}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 欠挖量}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．喷射混凝土与岩石的粘结力，对Ⅲ类围岩不低于 ② MPa。 ① 0.3}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 0.5}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 0.8}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 1.0}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．在隧道一般地质地段常用的支护方式是 ④ 。 ① 锚杆支护}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 喷射混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 钢支撑}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 锚喷支护}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10.在检查锚杆安装尺寸时，如果钻孔直径大于杆体直径 ② mm，则孔径符合要求。① 10 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 15}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 20}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 25。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

11．公路隧道施工规范规定拆除衬砌模板时，承受围岩压力较小的拱、墙，封顶和封口的混凝土应达到设计强度的 ① 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 70%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 80%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 90%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 100% }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

12．隧道施工监控量测的必测项目之一是 ① 。① 围岩周边位移 ② 地表下沉 ③ 围岩弹性波测试 ④ 围岩体内位移。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

13．修补防水层破损处时，所用的衬丁一般剪成 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 长方形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 圆角形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 8字型}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 三角形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

14．公路隧道设计规范规定，三、四级公路隧道内的烟尘允许浓度为 ③ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 0.0075m-1}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 0.0070m-1}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 0.0090m-1}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 0.0095m-1}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

15．当隧道施工中含10%以下游离二氧化硅的粉尘时，粉尘浓度不得大于 ② mg/m3。 ① 2}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 4}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 6}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 8}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

16．围岩内部位移可用 ③ 量测。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 超声波仪 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 收敛计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 多点位移计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 压力盒}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

17．隧道空气压力测定中， ④ 不能直接用来测相对静压。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① U形压差计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 补偿式微压计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

③ 单管倾斜压差计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 空盒气压体}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

18．光通量的单位是 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① cd}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② Lm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ Lx}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ nt }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

19．用回弹法检测混凝土强度时，应在每个测区测取3个回弹值。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 5}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 8}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 16}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 18}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．眩光造成的不舒适感是用眩光等级G来表示的，如果G＝7则表示 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 无影响}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 满意}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 无法忍受}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 有干扰}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

（第4卷）监理检测网 www.3c3t.com}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
监理检测网论坛 bbs.3c3t.com}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
监理检测人才网 www.3c3t.com/zhaopin}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．隧道施工检测有两个方面，即施工质量检测和施工监控量测， ④ 不属于施工质量检测范畴。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 开挖重量检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 防排水检测 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 支护质量检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 钢筋检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2． ② 不是水泥细度检验所能用到的仪器。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 试验筛 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 鼓风箱 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 天平 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 负压筛析仪}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．高分子防水卷材的厚度用 ② 测量比较方便、精确。 ① 卷尺}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 百分表}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 毫米刻度尺}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 厘米刻度尺}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．作高分子防水卷材撕裂强度试验时，最好把试件待撕裂部位剪成 ③ 。 ① 40° ② 60° ③ 90° ④ 120°。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．防水混凝土衬砌的钢筋保护层厚度在迎水面不应小于 ④ mm。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 20}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 25}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 30}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 35}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．目前用于隧道超、欠挖测定的方便、快捷、精确的一种方法是下面的 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 直角座标法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 断面仪法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 三维近景摄影法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 尺量法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．隧道施工规范中规定，水泥砂浆锚杆的钻孔深允许偏差为 ③ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
。 ① ±10mm ② ±20mm ③ ±50mm ④ ±100mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．喷射混凝土时为减少粉尘和回弹率可采取 ② 等措施。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 增大粗大骨料的粒径}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 湿喷工艺，添加外加剂}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 加大水量}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 加大风压。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．防水板铺设前要检查喷射混凝土表面的平整度，规范中对拱顶处的平整度要求是 ④ （平整度用D/L表示）（L—喷射混凝土相邻两凸面间的距离，D—喷射混凝土相邻两凸面间下凹的深度）。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① D/L≤ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② D/L≤ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ D/L≤ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ D/L≤ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．隧道施工监控量测的必测项目是 ② 。 ① 围岩弹性波}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 锚杆抗拔力}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 钢支架内力}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 衬砌内力}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

11．公路隧道施工规范规定拆除衬砌混凝土模板时，承受围岩压力较大的拱、墙，封顶和封口的混凝土强度应达到设计强度的 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 70%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 80% }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 90% }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 100%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

12．现场无损检测衬砌混凝土强度的常用方法是 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 拉拔法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 凿方法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 取芯法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 回弹法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

13．滤膜测尘法测定粉尘浓度要求用 ① 个平行样品。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 2}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 3 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 4}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 5}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

14．用比长式检知管检测一氧化碳浓度时，当检知管吸入被测气体后，白色药品由进气端开始变成 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 红颜色}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 青颜色}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 蓝颜色}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 深黄色}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

15．公路隧道设计规范规定，三、四级公路隧道内的烟尘允许浓度为 ③ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 0.0075m-1}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 150PPm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 0.0090m-1}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 250PPm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

16．关于空气动压的说法错误的是 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 动压与风速平方成正比}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 它恒为正值}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

③ 它具有方向性}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 在与风流平行的面上也有动压的作用。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

17．综合考虑安全和经济两个方面，隧道照明被划分为五个区段，从入口到出口段的正确排序是 ③ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 入口段→适应段→过渡段→基本段→出口段}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 入口段→适应段→基本段→过渡段→出口段}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

③ 入口段→过渡段→适应段→基本段→出口段}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 入口段→过渡段→基本段→适应段→出口段}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

18．照度的单位是 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① Lm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② Lx}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ cd}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ nt }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

19．隧道照明现场测量的基本物理量是 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 光强 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 光通量 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 光效率}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 照度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．为了给司机提供良好的能见度和视觉上的舒适性，必须保证路面亮度均匀度不小于③ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 1}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 1/2}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 1/3}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 1/4}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

（第5卷）监理检测网 www.3c3t.com}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
监理检测网论坛 bbs.3c3t.com}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
监理检测人才网 www.3c3t.com/zhaopin}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1． ① 不属于隧道施工监控量测范畴。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①防排水检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②围岩变形量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③支护受力量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④衬砌受力量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．隧道施工环境检测的主要任务是检测施工中隧道内的粉尘和有害气体，其中有害气体主要是指 ③ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① S02}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② CO}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ CH4}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ CO2}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．高分子防水卷材的厚度测量，用 ② 比较方便、精确。 ① 毫米刻度尺}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 百分表}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 卷尺}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 厘米刻度尺}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．公路隧道上常用的CPE防水卷材指的是 ③ 。 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 聚氯乙烯防水卷材 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 三元乙丙橡胶防水卷材 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 氯化聚乙烯防卷材 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 氯丁橡胶卷材}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5． ④ 是用来检测合成高分子防水卷材耐寒性能的。①柔度试验}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②拉伸试验 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③热空气老化试验 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④脆性温度试验}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．作防水混凝土抗渗试验时，每组试块由 ③ 组成。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 2块 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 4块}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 6块}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 8块}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．公路隧道施工规范中规定，隧道拱、墙脚以上1m内断面 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 欠挖不得超过5cm }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 欠挖不得超过10cm }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 欠挖不得超过15cm }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 严禁欠挖}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．防水混凝土抗渗试验的圆柱体试块，其直径和高度均为 ③ 。 ① 50mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 100mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 150mm }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 200mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．作土工织物顶破强度试验时，加载杆的前端呈 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 平面}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 球面}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 锥面}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 凹面}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．用Thurner法可检测砂浆锚杆的 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 抗拔力 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 注满度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 轴力}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 预应力}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

11．在喷射混凝土的各种强度中工程上经常检测的是 ① 。 ① 抗压强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 抗拉强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 粘结强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 疲劳强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

12．隧道施工监控量测的项目中，③是作为选测项目的。①周边位移 ②拱顶下沉 ③地表下沉 ④地质、支护状况观察}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

13． ② 是隧道防水工程的最后的一道防线。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 防水层}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 混凝土衬砌}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 土工布}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 初期支护}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

14．用比长式检知管检测一氧化碳浓度时，当检知管吸入被测气体后，检知管内的白色药品由进气端开始变成 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 蓝颜色}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 红色}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 黑色}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 深黄色}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

15．用滤膜测尘法测定粉尘浓度要求用两个平行样品，对这两个平行样品分别计算，其偏差不得大于 ③ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 5%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 10%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 20%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 25%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

16．关于空气动压的说法以下哪一个是错误的。 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 它恒为正值 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 它无方向性}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 按 计算}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 它是风流全压的组成部分。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

17．在隧道照明中，如把路面的光反射视为理想漫反射，则亮度L与照度E，反射系数 之间的关系正确的是 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

18．亮度的单位是 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① Lx}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② cd}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ Lm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ cd/m2}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

19．路面亮度的总均匀度 ，式中 、 分别指距车道边缘 ③ 宽度处测得的路面最低亮度与路面平均亮度。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．眩光等级G表示对眩光造成的不舒适感的主观评价，那么G=7表示 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 无法忍受}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 很满意}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 允许的极限}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 有干扰}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

（第6卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．水泥细度检验方法采用筛析法，筛网的孔径为② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①40 m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②80 m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③40mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④80mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．合成高分子防水卷材应成批提交验收，同一生产厂、同一品种、规格的产品 ① 为一批进行验收，不足也作为一批。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 5000m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 4000m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 3000m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 2000m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．土工织物是柔性材料，大多通过其 ④ 来承受荷载以发挥工程作用。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①顶破强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②刺破强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③撕裂强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④抗拉强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．属接触量测断面测定超欠挖的方法是 ④ 。 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 三维近景摄影法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 直角坐标法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

③ 极坐标法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 使用投影机的方法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．适宜的钻孔深度是保证锚杆锚固质量的前提，对于水泥砂浆锚杆，允许孔深偏差为 ③ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①±200mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②±100mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③±50mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④±0mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．喷射混凝土抗压强度试验试块的制作方法有 ④ 。 ① 成型试验法、直接拉拔法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 喷大板切割法、成型试验法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

③ 凿方切割法、成型试验法 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 喷大板切割法、凿方切割法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．防水卷材在厚度和宽度上有不同的规格，使用时有 ① 两种铺设方式。？}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 环向铺设和纵向铺设}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 冷粘法和热合法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 有钉铺设和无钉铺设}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 纵向铺设和无钉铺设}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．对于埋深较浅、固结程度低的地层，水平成层的场合 ② 更为重要。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 围岩周边位移量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 拱顶下沉量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 地表下沉量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 围岩内部位移量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．施工规范规定，不承受外荷载的拱、墙、混凝土强度应达到 ① ，或在折模时混凝土表面积和棱角不被损坏并能承受自重，才可拆除拱架、墙架和模板。？}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①5.0MPa}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②设计强度的100%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③设计强度的70%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④设计强度的80%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．回弹法检测混凝土强度时，每一测区应记取 ④ 个回弹值，每一测点的回弹值读数精确至1。①3 ②9 ③12 ④16}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

11．测量碳化深度时，用浓度为1%的 ③ 滴在孔洞内壁的边缘处，观察孔洞内壁的颜色变化，再用深度测量工具测量碳化深度。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 高锰酸钾溶液}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 硫酸溶液}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 酚酞酒精溶液}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④氯化钠溶液}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

12．车辆在白天接近并通过长公路隧道时，司机的视觉会出现 ③ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 白洞现象}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 黑框现象}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 黑洞现象}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④白框现象}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

13．合成高分子防水卷材做拉伸强度、扯断伸长率试验试件的形状为 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 圆形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 哑铃形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 矩形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 正方形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

14．锚杆施工时，对砂浆锚杆应尺量钻孔直径，孔径大于杆体直径 ③ 时，可认为孔径符合要求。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 50mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 30mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 15mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 10mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

15．喷射混凝土 ② 是表示其物理力学性能及耐久性的一个综合指标，所以工程实际往往把它做为检测喷射混质量的重要指标。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 厚度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 抗压强度 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 抗拉强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 粘结强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

16．防水卷材往洞壁上的固定方法有 ② 两种。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 热合法和冷粘}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 有钉铺设和无钉铺设}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 环向铺设和纵向铺设 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 有钉铺设和环向铺设}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

17．隧道施工监控量测中， ④ 的主要目的是了解隧道围岩的径向位移分布和松驰范围，优化锚杆参数，指导施工。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 围岩周边位移量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 拱顶下沉量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 地表下沉量测 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 围岩内部位移量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

18．回弹值测量完毕后，应选择不少于衬砌的 ① 测区数在有代表性的位置上测量碳化深度值。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 30%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 20% }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 100%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 50%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

19．公路隧道运营通风的目的是为了稀释 ① 。 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① CO浓度和VI浓度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② CO2浓度和H2S浓度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

③ CO浓度和CO2浓度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ CO浓度和H2S浓度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．形状扁平的隧道容易在拱顶出现 ① 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 压缩区}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 拉伸区}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 剪切压}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 变形区}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

（第7卷）监理检测网 www.3c3t.com}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
监理检测网论坛 bbs.3c3t.com}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
监理检测人才网 www.3c3t.com/zhaopin}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．合成高分子防水卷材做拉伸强度、扯断伸长率试验试件的形状为 ② 。① 圆形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 哑铃状}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 矩形 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 正方形}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．有些土工合成材料，受压力时厚度变化很大，为标准计，需规定在某固定压力下测定厚度，工程上常规定此压为 ④ 。① 0.2KPa }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 0.5KPa }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 1KPa }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 2KPa}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．属非接触量测断面测定超欠挖的方法是 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 求开挖出渣量的方法 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 使用激光束的方法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 使用投影机的方法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 极坐标法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．锚杆施工时，对砂浆锚杆应尺量钻孔直径，孔径大于杆体直径 ③ 时，可认为孔径符合要求。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 50mm }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 30mm }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 15mm }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 10mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．喷射混凝土 ② 是表示其物理力学性能及耐久性的一个综合指标，所以，工程实际往往把它做为检测喷射混凝土质量的重要指标。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 厚度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 抗压强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 抗拉强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 粘结强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．喷射混凝土与围岩粘结强度试验试块的制作方法有 ④ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 喷大板切割法、成型试验法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 凿方切割法、直接拉拔法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 喷大板切割法、凿方割切法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 成型试验法，直接拉拔法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．为了保证防水卷材接茬的密封质量，一般在两幅卷材接茬处都要搭接 ② 。 ① 5cm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 10cm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 15cm ④ 20cm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．防水卷材往洞壁上的固定方法有 ② 两种。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 热合法和冷粘法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 有钉铺设和无钉铺设}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

③ 环向铺设和纵向铺设 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 有钉铺设和环向铺设}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．山岭公路隧道排水系统水的流程是 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 围岩→环向排水管→横向排水盲管→纵向排水管→中央排水管→洞外出水口}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

② 围岩→环向排水管→纵向排水管→横向排水盲管→中央排水管→洞外出水口}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

③ 围岩→纵向排水管→环向排水管→横向排水盲管→中央排水管→洞外出水口}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

④ 围岩→环向排水管→横向排水盲管→中央排水管→纵向排水管→洞外出水口}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．隧道施工监控量测中， ④ 的主要目的是了解隧道围岩的径向位移分布和松驰范围，优化锚杆参数，指导施工。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 围岩周边位移量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 拱顶下沉量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 地表下沉量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 围岩内部位移量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

11．施工规范规定，承受围岩压力较小的拱、墙、封顶和封口的混凝土应达到 ① ，才可拆除拱架、墙架和模板。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 5Mpa}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 设计强度的50%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 设计强度的70%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 设计强度的100%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

12．回弹值测量完毕后，应选择不少于衬砌的 ① 测区数在有代表性的位置上测量碳化深度值。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 30%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 20%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 100%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 5%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

13．公路隧道运营过程中，为保证行车安全和人员身体健康，必须对 ① 进行测试}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① CO浓度和VI浓度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② CO2浓度和H2S}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ SO2浓度和铅}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ H2S浓度和铅}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

14．车辆在白天接近并通过短公路隧道时，司机的视觉会出现 ③ 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 白洞现象}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 黑框现象}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 黑洞现象}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 白框现象}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

15．形状扁平的隧道容易在拱顶出现 ② 。 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 压缩区}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 拉伸区}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 剪切区}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 变形区}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

16．水泥细度检验方法采用筛析法，筛网的孔径为 ② 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 40μm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 80μm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 40mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 80mm}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

17．合成高分子防水卷材应成批提交验收，同一生产厂、同一品种、规格的产品 ① 为一批进行验收，不足也作为一批。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 5000m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 4000m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 3000m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 2000m}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

18．对于埋深较浅，固结程度低的地层，水平成层的场合 ② 更为重要。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 围岩周边位移量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 拱顶下沉量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 地面下沉量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 围岩内部位移量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

19．回弹法检测混凝土强度时，每一测区应记取4个回弹值，每一侧点的回弹值读数精确至 ① 位。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

① 3}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 9}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 12}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 16}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．测量碳化深度时，用浓度为1%的滴在孔洞内壁的边缘处，观察孔洞内壁的颜色变化，再用深度测量工具测量碳化深度。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
① 高锰酸钾溶液}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
② 硫酸溶液}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③ 酚酞酒精溶液}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④ 氯化钠溶液}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

监理检测网 www.3c3t.com}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
监理检测网论坛 bbs.3c3t.com}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
监理检测人才网 www.3c3t.com/zhaopin}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

二、多项选择题（第1卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．公路隧道的常见质量问题有 124 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①洞内渗漏}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②衬砌裂缝}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③路面翻浆}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④限界受侵}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．注浆材料的主要性能指标有 1234 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①粘度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②渗透能力}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③凝胶时间}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④渗透系数}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤抗剪强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．隧道所用的土工织物的水力学特性主要有 13 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①孔隙率}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②抗冻性}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③渗透性}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④柔韧性}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤延伸率}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．在隧道的超、欠挖测定中，用非接触方法量测断面的有 12345 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①三维近景摄影法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②使用激光束的方法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③直角坐标法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④极坐标法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤使用投影机的方法 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．在喷射混凝土干喷工艺中放入搅拌机中的材料有 1245 。 ①细集料}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②水泥}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③水}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④粗集料}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤外加剂}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．要求喷射混凝土表面平整度必须满足，（L——喷射混凝土相邻两凸面间的距离，D——喷射混凝土相邻两凸面间下凹的深度。） 25 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①边墙D/L≤ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②边墙D/L≤ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③边墙D/L≤ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④拱顶D/L≤ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤拱顶D/L≤ }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．隧道施工监控量测的任务是 1234 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①确保安全}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②指导施工}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③修正设计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④积累资料}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤提高效益}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．衬砌混凝土施工期间的质量检查内容主要有 12345 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①开挖轮廓检查}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②基础检查}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③模板检查 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④混凝土浇注检查}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤外观检查}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．滤膜测尘法的主要器材有 1345 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①滤膜 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②检知管 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③采样器 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④抽气装置}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤天平}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．衬砌防水混凝土常可分为 123 。 ①普通防水混凝土 ②外加剂防水混凝土 ③膨胀水泥防水混凝土 ④喷射混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

多项选择题（第2卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．公路隧道检测技术通常可以分为123。 ①材料检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②施工检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③环境检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④开挖质量检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤噪声检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．防水卷材几何尺寸的测量主要有134。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①长度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②重量}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③宽度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④厚度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤质量}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．隧道防水混凝土常可分为123。 ①普通防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②外加剂防水混凝土 ③膨胀水泥防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④白色混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．目前我国公路隧道施工中常用的钢支撑可分为124。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①钢格栅}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②型钢支撑}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③工字型钢支撑}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

④钢管支撑}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤H字型钢支撑}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．喷射混凝土的质量检验指标主要有13。 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①喷射混凝土的强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②表面平整度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

③喷射混凝土的厚度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④回弹率}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤表面密实度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．排水系统施工质量检查的主要对象有134。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①环向排水管}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②防水板}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③横向盲管}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

④中央排水管}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤侧向排水管}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．隧道施工监控量测的必测项目为1345。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①地质和支护状况观察}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②地表下沉}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③周边位移 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

④拱顶下沉}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤锚杆或锚索内力及抗拔力}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．喷射混凝土的施工工艺有123。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①干喷}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②潮喷}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③湿喷}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④混喷}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤水喷}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．风流的全压、静压、动压的正确关系是（全压、静压、动压分别用 ， ， 表示）13。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①压入式通风时， }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②压入式通风时， }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③抽出式通风时， }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

④抽出式通风时， }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤抽出式通风时， }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．隧道施工通风的主要目的是134。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①排除炮烟 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②降低温度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③稀释施工车辆废气}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④降低粉尘浓度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

多项选择题（第3卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．公路隧道的常见质量问题有1235。 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①衬砌开裂 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②通风不良}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③洞内渗漏}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④路面下沉}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤照明不良}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．高分子防卷材检测时要求做的试验有1235。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①撕裂强度试验}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②拉伸强度试验}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③脆性温度试验}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④耐碱性试验}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤热空气老化试验}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．高分子防水卷材几何尺寸的检测项目有124。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①长度 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②宽度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③重量}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④厚度 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤压缩比}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．在隧道的超、欠挖测定中，134是用非接触法量测开挖断面的。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①极座标法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②使用激光束法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③断面仪法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④使用投影机法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤直角坐标法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．影响喷射混凝土强度的因素有24。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①爆破效果}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②原材料}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③回弹率}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④施工工艺}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤隧道长度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．排水系统施工质量检查的主要项目有134。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①横向盲管检查}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②防水板检查}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③环向排水管检查}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④纵向排管检查}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤止水带检查}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．隧道施工监控量测的任务是1234 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①确保安全}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②指导施工}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③修正设计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④积累资料}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤加快进度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．喷射混凝土干喷工艺初始在搅拌机中加入的材料有145。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①细集料}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②速凝剂}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③水}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④水泥}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤粗集料}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．滤膜测尘法的主要器材有124。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①滤膜}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②采样器}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③比色卡}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④抽气装置}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤检知管}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．喷射混凝土抗压强度常用试验方法有14。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①凿方切割法 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②拉拔法 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③劈裂法 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④喷大板切割法 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤称重法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

多项选择题（第4卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．134属于支护材料检测范畴。 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①锚杆材质检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②衬砌质量检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③钢钩件材质检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④喷射混凝土材质检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤注浆材料检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．防水混凝土抗渗试验的试件形状有14。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①圆柱体}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②球体}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③棱柱体}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④圆台体}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤棱台体}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．防水混凝土的抗渗标号可分为145。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①设计标号}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②施工标号}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③监理标号}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④试验标号}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤检验标号}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．245体现了喷射混凝土对围岩的加固作用。①组合梁作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②填补作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③加固拱作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④粘结作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤封闭作用。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．影响喷射混凝土厚度的因素有12345。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①爆破效果}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②回弹率}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③施工管理}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④喷射参数}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤施工机具}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．隧道施工监控量测必测项目有235。 ①地表下沉 ②周边位移 ③拱顶下沉 ④钢支撑内力及外力 ⑤锚杆抗拔力}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．公路隧道施工规范规定二次衬砌的施工应在满足下列哪些要求时才能进行。134 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①各测试项目的位移速率明显收敛，围岩基本稳定， ②已产生的各项位移已达预计总位移量的70%～80%， ③已产生的各项位移已达预计总位移量的80%～90%， ④周边位移速度小于0.1 ~ 0.2mm/d，或拱顶下沉速度小于0.07～0.15mm/d， ⑤开挖后1个月。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．适用于检测隧道衬砌混凝土强度的声波探测法有23。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①穿透法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②反射法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③沿面法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④衍射法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤折射法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．以下哪些仪器可以直接用来测定隧道内空气的相对静压235。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①水银气压计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②U形压差计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③单管倾斜压差计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④空盒气压计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤补偿式微压计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．以下隧道照明工程中的基本概念正确的有13。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①光谱光效率是人眼在可见光光谱范围内视觉灵敏度的一种度量；}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

②光强是用来表示被照面上光的强弱的；}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③亮度用于反映光源发光面在不同方向上的光学特性；}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

④照度用于反映光源光通量在空间各个方向上的分布特性。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

多项选择题（第5卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．124是属于隧道施工质量检测范畴的。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①开挖质量检测 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②防排水检测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③支护受力量测 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④衬砌质量检测 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤周边位移量测}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．从比较大的范围上来分类，目前隧道防水混凝土有134。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①膨胀水泥防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②密实剂型防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③外加剂型防水混凝土 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④普通防水混凝土 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤引气剂型防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．注浆材料的主要性指标有1234。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①粘度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②渗透能力}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③凝胶时间}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④抗压强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤抗折强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．锚杆对围岩所加固的作用有134。 ①加固拱作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②“卸载”作用 ③组合梁作用 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④悬吊作有 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤分配外力作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．喷射混凝施工质量评判的指标有24。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①表面平整度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②强度的均匀性}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

③回弹率}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④抗压强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤抗渗标号}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．公路隧道施工规范规定二次衬砌的施作应在满足135时才能进行。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①周边位移速率小于0.1 ~ 0.2mm/d}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②拱顶下沉速率小于0.1～0.2mm/d}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③已产生的各项位移已达到预计总位移量的80%～90%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

④已产生的各项位移已达到预计总位移量的70%～80%}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤各测试项目的位移速率明显收敛，围岩基本稳定}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．目前，我国隧道混凝土衬砌常见的质量问题有123。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①局部裂缝}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②混凝土内部空洞}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③混凝土强度不足}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

④衬砌厚度过大}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤拱顶下沉}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．土工合成材料对隧道工程比较重要的工程特性有123。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①物理特性}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②力学特性}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③水力学特性}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

④化学特性}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤抗压特性}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．可以直接用来测定隧道空气的相对静压的仪器有23。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①U型压差计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②水银气压计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③空盒气压计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

④补偿式微压计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤真空度计}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．合成高分子防水卷材柔度试验所用的器具有123。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①冷浆箱 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②金属棒 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③剪刀}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④天平 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤温度计。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

多项选择题（第6卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．公路隧道常见的质量问题有1234。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①隧道渗漏}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②衬砌背部存在空洞}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③衬砌开裂}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④限界受侵}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．一种理想的注浆材料，应满足的要求有1234。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①浆液粘度低、渗透力强，流动性好}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②可调节并准确控制浆液的凝固时间}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③浆液结石率高，强度大}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④浆液无毒、无臭，不污染环境，对人体无害等}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．土工布物理特性检测项目有12。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①单位面积质量}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②厚度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③抗拉强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④刺破强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．隧道衬砌常用的防水混凝土有12345 。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①普通防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②引气剂防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

③减水剂防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④密实剂防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤膨胀水泥防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．锚杆的支护作用有1234。 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①悬吊作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②组合梁作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③加固拱作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④支撑围岩}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．喷射混凝土质量检验指标有1234。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①抗压强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②厚度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③回弹率}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④粘结强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．隧道施工监控量测的要求是12345。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①能快速埋设测点}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②每次量测数据所需时应尽可能短}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③测试元件应具有良好的防震、防冲击波能力}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④测试数据应准确可靠}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤测试元件在埋设后能长期有效工作，应有足够的精度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．属于声波探测混凝土强度的方法有134。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①穿透法}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②回弹法 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③反射法 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④沿面法 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．综合考虑安全和经济两个方面，隧道照明被划分成12345。 ①入口段 ②过渡段}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③适应段 ④基本段 ⑤出口段}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．喷射混凝土的支护作用有1234。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①支撑作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②填补作用 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③粘结作用 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④封闭作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

多项选择题（第7卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．注浆材料的主要性质有12345。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①粘度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②渗透能力}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③凝胶时间}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④渗透系数}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤抗压强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．合成高分子防水卷材用作试验的项目有123456。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①扯断强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②扯断伸长率}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③300%定伸强度 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④撕裂}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤热空气老化降低率}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑥脆性温度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．反映土工织物力学特性的指标主要有2345。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①抗压强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②抗拉强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③撕裂强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④顶破强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
⑤刺破强度}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．隧道衬砌常用外加剂防水混凝土有123。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①引气剂防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②减水剂防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③密实剂防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④膨胀水泥防水混凝土}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．喷射混凝土的支护作用有1234。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①支撑作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②填补作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③粘接作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④封闭作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．隧道施工监控量测的任务有1234。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①确保安全}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②指导施工}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③修正设计 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④积累资料}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．声波探测混凝土强度，填充在探头和结构表面之间的耦合剂有1234。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①机油}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②黄油}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③橡皮泥}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④或其它无机油类 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．“回弹一超声”综合法测定混凝土强度的影响因素有1234。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

①水泥品种和用量}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②集料性质}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③最大集料粒径}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④细集料（0～10mm）所占比例等}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．公路隧道常见的质量问题1234。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①隧道渗漏水}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②衬砌背部存在空洞}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③衬砌开裂}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④限界受侵}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．锚杆的支护作用有1234。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
①悬吊作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
②组合梁作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
③加固拱作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
④支掌作用}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

三、判断题（第1卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．一般来说，公路隧道的断面较大。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．按照注浆材料分类，水泥——水玻璃浆液为一种常用的注浆浆液。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．热空气老化试验可用来测定合成高分子防水卷材的热稳定性和抗老化性。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．对土工织物做撕裂强度试验时，撕裂力可能有几个峰值和谷值，应取几个峰值中最小的作为该试件的撕裂强度。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．开挖施工是控制隧道施工工期和造价的关键工序。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．隧道开挖质量是以某一个开挖断面为标准进行评价的。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．钢支撑安装质量检测时，钢架在平面上应垂直于隧道中线，在纵断面上其倾斜度不得大于5°。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．用于安装锚杆的钻孔，其方向应尽量与围岩壁面和岩层主要结构面垂直。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．用超声波能量损耗来判定砂浆灌注质量时，如果无砂浆握裹，那么在杆体外端所测得的反射波振幅较大。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．纵向排水盲管一般是在衬砌的两下角水平安装的。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
11．防水板铺设时要尽量拉紧展平。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

12．隧道内壁面两点连线方向的位移之和称为“收敛”，收敛值为两次量测的长度之差。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

13．地表下沉量测时，测点的布设沿横向应该是隧道中线附近密集，远离隧道中线处稀疏，并至少布置11个测点。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

14．衬砌拆膜后，如果蜂窝麻面面积不超过总表面积的0.5%，其深度不超过10mm，则属正常。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

15．用超声波法检测混凝土强度时，混凝土的湿度越大，超声波的传播速度越小。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

16．空气中瓦斯含量达到一定浓度时就会发生瓦斯爆炸。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

17．用检知管和AT2型一氧化碳测量仪检测一氧化碳浓度的原理是相同的。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

18．公路隧道设计规范规定，隧道内最大风速不宜超过15m/s。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

19．隧道照明的亮度曲线在进洞端和出洞端总是对称的。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．失能眩光和不舒适眩光均是心理过程。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

判断题（第2卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．公路隧道对防水的要求不高。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
2．锚喷是适用各种围岩条件的支护方式。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．浆液粘度是表示浆液流动时，因分子间相互作用，产生的阻碍运动的内摩擦力。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．石油沥青油毡是隧道洞内常用的防水材料。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．土工织物是柔性材料，主要通过抗拉能力来承受荷载以发挥其工程作用。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．当衬砌处于侵蚀性地下水环境中，混凝土的耐侵蚀系数不应小于1.0。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．隧道开挖质量是用某一长度内所有的实测数据的综合计算分析来评价的。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．锚杆在工作时主要承受压力。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
9．安装拉拔设备时，应使千斤顶与锚杆同心。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．喷射混凝土用水必须是无杂质的洁净水。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
11．对防水板间的焊接一般是采用单焊缝。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

12．塑料止水带的接头方法常用的是搭接法。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
13．根据施工监控量测结果可以修改设计。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

14．围岩内部位移量测量，锚固器的安装位置一般是沿钻孔深度均匀布设的。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

15．锚杆轴力是检验锚杆使用效果的依据。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
16．回弹法检测混凝土强度时，同一测点只允许弹击一次。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

17．声波探测法检测混凝土强度时，声波频率越低，传播距离越小。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

18．检知管吸入含CO被测气体后，检知管质量将发生明显变化。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

19．对于高速公路、一、二级公路隧道烟尘允许浓度是0.0090m-1。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．隧道内空气绝对静压通常使用U形压差计来测定。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

判断题（第3卷）监理检测网 www.3c3t.com}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
监理检测网论坛 bbs.3c3t.com}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
监理检测人才网 www.3c3t.com/zhaopin}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．以颗粒直径0.1 为界，把浆液可分为溶液和悬浊液。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
2．浆液的渗透能力与其粘度密切相关。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．对土工织物做撕裂强度试验时，应取撕裂力的几个峰值中最小的计算撕裂强度。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．高分子防水卷材热空气老化试验中，挂在试验箱中的试件之间应有一定距离。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．刺破强度与顶破强度是同一概念。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
6．采用光面爆破是提高隧道开挖质量的一项有效措施。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．锚喷支护是依赖“主动加固”来保持围岩稳定的。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．锚杆拉拔试验的常用设备为中空千斤顶，手动油压泵，油压表，千分表。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．横向盲管是连接纵向排水盲管与中央排水管的水力通道。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
10．锚杆安装时最好不施加预应力。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

11．喷射混凝土层能把外力传给锚杆、网架等，使整个支护结构受力均衡。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

12．隧道内的风速不宜大于16m/s。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
13．防水膜间的焊缝一般采用双焊缝。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

14．隧道的钢支撑最好与锚杆相连接。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
15．声波探测法检测混凝土强度时，声波频率越高，传播距离越近。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

16．用回弹性检测混凝土强度对混凝土结构会造成很大损伤。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
17．用检知管可检测隧道内瓦斯（CH4）浓度。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

18．光干涉瓦斯检定器是检测隧道内瓦斯浓度的常用仪器。(×)?}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
19．动压因空气运动而产生，它恒为正值。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．亮度用于反映灯具光通量在空间各个方向上的分布特性。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

判断题（第4卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．浆液材料通常可分为水泥浆液和化学浆液，一般来说水泥浆液为溶液，而化学浆液为悬浊液。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．粘度是注浆材料主要性质之一，其单位为帕斯卡秒（Pa·s），工程上常用厘泊（CP）来计量，1CP=10-3 Pa·s。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
3．高分子防水卷材使用前要求做拉伸强度，断裂伸长率和200%定伸强度等试验。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．高分子防水卷材通常要作冷空气老化试验。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
5．刺破强度是反映土工织物抵抗小面积集中荷载的能力。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．全断面仪测量开挖断面的原理就是极座标法的原理。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
7．隧道施工所用的钢支撑往往不必要与锚杆相连接。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．带有螺栓和托板的端锚式锚杆安装时可施加预应力。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．喷射混凝土层能把围岩压力传给锚杆、金属网等，使整个支护结构受力不均衡。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．环向排水管是连接纵向排水盲管和中央排水管的水力通道。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

11．有钉冷粘法施工质量的检查方法主要是直观检查。12．地质和支护状况观察不是隧道施工监控量测的重要项目。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

13．拱顶下沉量测的仪器主要用球铰式收敛计。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
14．隧道拱顶内壁的绝对下沉量称为拱顶下沉值。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

15．拱架是模板的依托，其强度不足经常会引起衬砌质量问题。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

16．用回弹法检测混凝土强度后，计算测区平均值时应从测区的16个回弹值中剔除1个最大值和1个最小值。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

17．公路隧道施工规范中规定，当隧道施工中含10%以下游离二氧化硅的矿物粉尘时，每立方米空气中不得大}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

于5mg。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
18．AT2型一氧化碳测量仪检测隧道内一氧化碳浓度时，在传感器工作电极之间产生的微电流，其大小反映了一氧化碳浓度的高低。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
19．补偿式微压计可用来测量相对静压。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．一般来说，人的视觉对暗适应的适应时间比明适应的适应时间要短。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

判断题（第5卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．一种理想的注浆材料，它的凝固时间是可控制和可调节的。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．土工织物也称土工布。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
3．抗拉强度反映了土工织物抵抗扩大破损裂口的能力。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．钢支撑安装质量检测时，钢架在纵断面其倾斜度不得大于15°。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．土工织物是柔性材料，大多通过其抗压强度来承受荷载以发挥工程作用。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．用超声波能量损耗可判定砂浆锚杆灌注质量。(√) 7．防水板铺设时要注意防水板不要拉得太紧，要适当松铺。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．用收敛计可量测围岩内部位移。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
9．围岩周边位移量测的常用仪器是多点位移计。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．量测锚杆可以用来测量锚杆的轴力。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
11．回弹法是根据混凝土表面硬度来推求混凝土抗压强度的一种检测方法。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
12．声波探测法按探头的安放位置，可分为穿透法、反射法、沿面法，这三种方法都适用于检测隧道衬砌混凝土的强度。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
13．隧道排水系统中的水是由纵向排水盲管流向横向盲管，接着流向中央排水管。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

14．喷射混凝土厚度是喷射混凝土的质量检验的主要指标之一。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

15．拱架是模板的依托，一般说来其强度不会存在大的问题，而刚度不足往往会引起衬砌质量问题。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

16．无论是比色式还是比长式检知管，每支检知管只能使用一次。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

17．风流流速在隧道全断面是均匀的。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
18．U形压差计可以用来测定隧道内空气的绝对静压。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

19．公路隧道设计规范规定，隧道内最大风速不宜超过10m/s。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．不舒适眩光是生理上的过程，是表示由于眩光导致辨别能力降低的一种度量。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

判断题（第6卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．一种理想的注浆材料，浆液凝固时体积要收缩。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
2．有些土工合成材料受压力时厚度变化很大，为标准计，需规定在某固定压力下测定厚度，工程上常规定此压力为0.5KPa。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．合成高分子防水卷材要进行拉伸强度、扯断伸长率和200%的定伸强度试验。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．条带拉伸试验方法能完全反映土工织物的现场工程特性。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．钢支撑是依靠“被动支撑”来维持围岩稳定的，而锚喷支护则是依赖“主动加固”来保持围岩稳定的。（√）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．喷射混凝土喷工艺是将细集料、粗集料、水泥、水在搅拌机中混合，在压缩空气作用下经喷射机喷至岩面。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．锚杆施工时，钻孔方向应尽量与围岩壁面和岩层主要结构面垂直。（√）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．锚杆拉拔力指锚杆能够承受的最大拉力，它能全面反映砂浆锚杆施工质量。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．在喷射混凝土中加入速凝剂前应做速凝剂与水泥的相容性试验及水泥净浆凝结效果试验。（√）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．喷射混凝土与岩石的粘结力，IV类以上围岩不低于0.8Mpa，III类围岩不低于0.5Mpa。（√）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

11．应尽量采用经过验证的新技术，减少回弹率，回弹物回收后可用作喷射混凝土材料。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

12．为了保证防水卷材接茬的密封质量，一般在两幅卷材接茬处都要搭接20cm。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

13．围岩内部位移量测的仪器常用收敛计。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
14．回弹法检测混凝土强度时，回弹仪的轴线应始终平行于衬砌混凝土检测面，缓慢施压，准确读数、快速复位。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
15．测量碳化深度值时，可用合适的工具在测区表面形成直径约15mm的孔洞，然后用水冲洗，除净孔洞中的粉末和碎屑。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

16．隧道混凝土龄期的增长其表面硬化，加上混凝土表面碳化结硬，使回弹值偏高。（√）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

17．随着混凝土龄期的增长其内部趋于干燥，传播速度偏高。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
18．车辆在白天驶出公路隧道时，司机的视觉会出现白洞现象。（√）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
19．硒光电池的照度一光电流特性与外电阻（负载电阻）对内电阻之比值有关，比值越小直线性越差，比值越大直线性越好。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．不舒适眩光是生理上的过程，是表示由生理眩光导致辩认能力降低的一种度量。（×）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

判断题（第7卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．一种理想的注浆材料，浆液粘度高、渗透力强、流动性好。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．合成高分子防水卷材要做200%定伸强度试验。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．土工织物是柔性材料，大多通过其抗压强度来承受荷载以发挥工程作用。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．条带拉伸试验方法能完全反映土工织物的现场工程特性。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．喷射混凝土潮喷工艺与干喷工艺相近，在干喷的拌料中适量加水即为潮喷。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．适宜的钻孔深度是保证锚杆质量的前提。对于水泥砂浆锚杆，允许孔深偏差为±50mm。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．影响喷射混凝土厚度的因素主要有：爆破效果、回弹率、施工管理、喷射参数等。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．喷射混凝土所采用的速凝剂应保证初凝时间不大于5min，终凝时间不大于10min。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．任意一组喷射混凝土试块抗压强度平均值不得低于设计强度。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．喷射混凝土与岩石的粘结力，IV类以上岩不低于0.5Mpa，III类围岩不低于0.8Mpa。(×)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

11．经监控量测或观察，确认围岩初期支护基本稳定后，再铺设防水层。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

12．防水卷材不仅起到防水作用，而且对初期喷射混凝土及二次衬砌混凝土来说，还起到隔离与润滑作用。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

13．围岩收剑量测的仪器常用多点位移计。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
14．回弹法是根据弹性能量与线性回弹值成一定比例的原理，以线性回弹值反映混凝土表面的硬度，根据混凝土表面硬度来推求混凝土抗压强度的一种检测方法。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

15．对于湿混凝土，表面硬度降低，回弹值明显偏低。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

16．对于湿混凝土，声波的传播速度要比干燥混凝土中快得多。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

17．空气在隧道及管道中流动时，由于与流道壁面摩擦以及空气的粘性，同一横断面上各点风流的速度是不相同的。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

18．车辆在白天驶出公路隧道时，司机的视觉会出现白洞现象。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
19．硒光电池的照度一光电流特性与外电阻（负载电阻）对内阻之比值有关，比值越小直线性越好，比值越大直线性越差。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

20．失能眩光表示照明设施造成的能见度损失，用被试对象的亮度对比的阈值增量（TI）表示。(√)}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

四、填空题（第01卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．隧道通风可分为施工通风和运营通风。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
2．注浆浆液材料通常分为两大类，即水泥浆液和化学浆液。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．高分子防水卷材与传统的石油沥青油毡相比，具有使用寿命长，技术性能好，和低污染等优点。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．隧道施工中锚杆由于具有悬吊作用，组合梁作用和加固拱作用等而使围岩得到加固。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．目前国内隧道防水卷材接茬工艺主要有两种，即热合法和冷粘法。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．隧道围岩内部位移量测的主要目的是了解隧道围岩的径向位移分布和松弛范围，优化锚杆参数，指导施工。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．围岩作用于钢支撑上的压力可用测力计量测，根据测试原理的不同测力计可分为液压式和电测式两大类。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．检测隧道混凝土衬砌裂缝的简单的仪器有刻度放大镜和塞尺。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．隧道通风检测的主要内容包括压力测定，风速测定，施工粉尘浓度测定，有害气体检测和烟雾浓度检测等。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．车辆在白天接近并通过没有照明或照明不良的长隧道时，司机的视觉在车辆驶入隧道时会出现黑洞效应，而在驶出隧道时会出现白洞效应。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

填空题（第02卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．公路隧道运营通风的目的主要是降低CO和烟雾浓度。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．浆液的渗透能力即渗透性，对于悬浊液，渗透能力取决于颗粒大小；对于溶液，则取决于粘度。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．防水混凝土抗渗性能试验的目的是用来检测混凝土硬化后的防水性能和混凝土抗渗标号。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．隧道开挖质量的评定包含两项内容，即检测开挖断面的规整度和超、欠挖量。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．喷射混凝土具有支撑作用、填补作用、粘结作用和封闭作用等。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．衬砌中的各种接缝是渗漏水的关键部位，因此设计中在各种接缝中一般都设有止水带。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．围岩周边位移量测的主要目的在于评定隧道围岩稳定性，并由此确定施作二次衬砌的时间。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．隧道混凝土衬砌常见的质量问题有局部裂缝、内部缺陷、强度不够和厚度不足，蜂窝麻面。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．常用的瓦斯检测仪器有光干涉和催化型。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
10.目前高等级公路上的隧道照明是根据车速和司机视觉要求而设计的。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

填空题（第03卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．建筑限界 是保证车辆安全通过隧道的必要断面。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
2．检验水泥细度的筛网有负压筛和水筛两种。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．渗透系数反映浆液固化后结石体透水性的高低，或表示结石体抗渗性的强弱。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．根据工程应用的需要，通常要确定土工织物的垂直于织物平面的渗透特性和平行于织物平面的渗透特性。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．防水混凝土是指以调整配合比或掺用外加剂的方法增加混凝土自身抗渗性的一种混凝土。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．钢支撑安装质量检测的内容有：安装尺寸、倾斜度、连接与固定的检查。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
7．衬砌中的各种接缝是渗漏水的关}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

键部位，因此设计时在这些接缝处都设有止水带，以达到多层设防，疏而不漏之目的。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．用于钢支撑压力量测的测力计根据测试原理和测力计结构的不同可以分类为：液压式测力计和电测式测力计。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．隧道风速检测常用的风表有杯式和翼式两种。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
10．隧道照明的眩光可以分为两类：失能眩光和不舒适眩光。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

11．现场测试衬砌混凝土强度的常用仪器为回弹仪。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
12．照度检测一般采用将光检测器和电流表连接起来，并且表头以勒克斯（或Lx）为单位进行分度构成的照度计。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
13．目前常用滤膜测尘法测定施工隧道内的粉尘浓度。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

填空题（第04卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．公路隧道的常见质量问题有隧道渗漏、衬砌开裂、限界受侵，通风照明不良。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．反映土工织物力学特性的指标主要有抗拉强度、撕裂强度、顶破强度、和刺破强度等。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．隧道开挖过程中，局部超挖在围岩内会产生应力集中，欠挖则会直接影响二次衬砌厚度。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．锚喷支护具有主动加固围岩、充分利用围岩自承能力、可及时灵活施工和比较经济等特点。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．喷射混凝土质量检验指标主要有喷射混凝土的强度和喷射混凝土的厚度两项。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．喷射混凝土抗压强度的常用试验方法是喷大板切割法和凿方切割法。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．“回弹一超声”综合法是利用回弹值和超声波的传播速度综合反映混凝土的抗压强度。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．隧道通风可分为施工通风和运营通风。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
9．瓦斯爆炸条件是空气中瓦斯含量达到一定浓度并有火源。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．对运营隧道影响最大的两种有害气体是CO和煤烟（或烟尘）。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

填空题（第05卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．公路隧道常见的质量问题有隧道渗漏、衬砌开裂、限界受侵和通风照明不良。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．反映土工织物力学特性的指标主要有抗拉强度、撕裂强度、顶破强度和刺破强度等。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．开挖是控制隧道施工工期和降低工程造价的关键工序。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．目前为了加强隧道防水，隧道衬砌常为复合式初砌，其间设有防水层。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．施工监控量测是保证工程质量的重要措施，也是判断围岩和衬砌是否稳定，保证施工安全，指导施工顺序，提供设计信息的主要手段。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
6．防水混凝土抗渗试验的试件形状为圆柱体和圆台体。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．常用的瓦斯检测仪器有光干涉瓦斯检定器和催化型瓦斯测量仪。 }Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
8．隧道通风可分为施工通风和运营通风。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．照度是用来表示被照面上光的强弱，以被照场所光通量的面积密度来表示。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．喷射混凝土施工工艺有干喷、潮喷和湿喷三种。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

填空题（第06卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．山区公路建设中，隧道方案与盘山绕行或大挖大填方案相比，其优点有改善线形、缩短里程、避免病害、保护环境。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．公路隧道按其所处地理位置不同可分为山岭隧道、水下隧道、城市隧道三种类型。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．按专业类别划分公路隧道工程包括土建工程和机电工程两个分部工程。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．新奥法设计认为，围岩是三位一体的，即荷载产生者、承载结构和建筑材料，支护结构承受的荷载是变形压力。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．喷射混凝土是指将水泥、砂子、石子、外加剂和水按一定的配合比和水灰比拌和而成的混合物，以高压风为动力快速喷至岩体表面而形成的人造石材。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．最大线性超挖值是指最大超挖处至设计开挖轮廓切线的垂直距离。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．围岩周边位移量测是隧道内壁面两点连线方向之和称为“收敛”，此项量测称“收敛量测”。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

8．照度是用来表示被照面上光的强弱的，以被照场所光通量的面积密度来表示。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．隧道施工中常用的控制爆破有光面爆破和预裂爆破两种方法。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
10．钢支撑的型式有钢格栅、型钢支撑和钢管支撑。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

填空题（第07卷）}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

1．注浆材料可分为 水泥浆液和化学浆液两大类。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

2．土工合成材料厚度试验的方法有用厚度试验仪测厚度和用无侧限抗压强度试验仪测厚度两种方法。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

3．隧道开挖质量的评定包含两项目内容，一是检测开挖断面的规整度，二是超、欠挖控制。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

4．根据钢材种类的不同，公路隧道施工中常用的钢支撑有钢格栅、型钢支撑和钢管支撑三种类型。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

5．喷射混凝土的施工工艺有干喷、湿喷和潮喷等。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

6．砂浆锚杆的质量检测的内容有锚杆拉拔力和砂浆注满度检测两项内容。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

7．喷射混凝土基面平整度的检测仪器是直尺。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã
8．公路隧道通风可分为施工通风和运营通风。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

9．隧道施工中产生的粉尘危害性很大，我国常用质量法测定粉尘浓度，目前普遍采用滤膜测尘法。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã

10．隧道风速检测常用的风表有杯式和翼式两种。}Œò÷ÂÚv¬bbs.3c3t.comÙðà ¢î*¬ã