公路工程试验检测考试_模拟题(公路) - 2024年桥隧试验检测考试 - 监理检测网论坛监理检测网论坛,检测网论坛,检测论坛,试验检测论坛,监理检测论坛,试验检测网,工程检测论坛,监理论坛,监理网,检测网,试验检测考试论坛,检测师考试论坛,助理试验检测师考试,试验检测师考试,试验检测考试报名,试验检测考试现场审核

我的中心

监理检测网论坛 » 注册资格考试 » 2024年公路水运试验检测师考试 » 2024年桥隧试验检测考试 » 公路工程试验检测考试_模拟题(公路)

返回列表

发新话题

回复该主题

查看: 2030\|回复: 6	[试验检测师] 公路工程试验检测考试_模拟题(公路) [复制链接]

发送短消息 UID 224194 精华 0 查看公共资料搜索主题搜索帖子 yeheilin 组别新注册帖子9 积分18 性别注册时间2013-03-20 个人空间	1^# 字体大小: t T 发表于 2014-04-16 08:53 \|只看楼主公路z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 一、单项选择题(每题1分)z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 1、下列不会涉及到沥青变形性的指标是( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、含蜡量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、软化点z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、针入度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、粘附性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 2、落锤式弯沉仪(FWD)测定的弯沉属于( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、静态回弹弯沉z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、静态总弯沉z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、动态回弹弯沉z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、动态总弯沉z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 3、连续式平整度仪牵引速度应均匀，宜为5km/h，最大不得超过( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、10km/hz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、12km/hz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、14km/hz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、16km/hz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 4．预制管节蜂窝麻面面积不得超过该面面积的( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、0.5%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、1%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、1.5% z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、2%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 5、土基现场CBR值测定结果与室内试验CBR值相比，(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、现场测定值大z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、现场测定值小z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、两者相等z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、需通过对比试验建立换算关系z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 6、无侧限抗压强度不是( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )的检评实测项目。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、水泥稳定砂砾底基层z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、级配碎石基层z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、石灰土底基层z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、二灰土基层z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 7、关于石灰粉煤灰稳定土劈裂强度试验有以下规定：①试件是高径比为1：1的圆柱体：②试件以最佳含水量和最大干密度静压成型；③粗粒土试模直径为15cm；④南方地区试件养生温度为25℃±2℃；⑤用于应力检验时试件保湿保温养生6个月进行试验。以上正确的说法有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．①③④⑤z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．①②⑧④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．②③④⑤z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．④②③④⑤z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 8、下列检测项目中不属于级配碎(砾)石基层和底基层的检测项目是( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．压实度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．抗压强度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．平整度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．厚度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 9、水泥石灰稳定砂砾混合料无侧限抗压强度试验，试件正确的养生方法应是z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．先浸水ld，再标准养生27dz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．先标准养生27d，再浸水1dz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．先浸水1d，再标准养生6dz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．先标准养生6d，再浸水1dz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 10、不能采用灌砂法测定现场密度的材料是( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．2d水泥稳定砂砾z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．沥青碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．沥青混凝土z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．28d石灰稳定碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 11、灌砂法测定路面基层压实度的内容有：①移开灌砂筒并取出试坑内的量砂以备下次再用；②放置基板使基板中心对准测点；③在灌砂筒内装入量砂，并把灌砂筒放在挖好的试坑上；④打开灌砂筒，测定灌入试坑内砂的质量；⑤沿基板中心向下挖坑至下一结构层顶面，并尽快称量所挖出试样的质量和含水量；⑥选点；⑦移开基板。正确试验步骤为( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A.⑥②⑦⑤④③① z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B.⑥②⑤⑦⑧④①z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í c.⑥⑤②⑦③④①z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D.⑥②⑦⑤③④①z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 12、沥青面层压实度是指( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．现场实际密度与室内标准密度之比 z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．现场实际干密度与室内标准密度之比z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í c．现场实际湿密度与室内击实试验最大湿密度之比z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．现场实际干密度与室内击实试验最大干密度之比z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 13、沥青路面渗水系数测试的步骤包括：①在测试路段上选点，清扫表面，并用粉笔画上测试标记；②将组合好的渗水仪底座压在密封材料上；③在路面上沿底座圆圈涂上一层密封材料；④关闭渗水仪开关，并向渗水仪上方量筒中加满水；⑤即将压环压在渗水仪底座上；⑥水流出100ml；⑦打开渗水仪开关让量筒中的水自由流出；⑧水流出500ml时；⑨立即开动秒表，开始计时；⑩停止计时，试验结束。正确的试验过程为( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．①③②⑤④⑦⑥⑨⑧⑩z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．①③②⑦④⑤⑥⑨⑧⑩z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、①③②⑤⑦④⑥⑨⑧⑩z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．①③②⑤④⑥⑦⑨⑧⑩z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 14、半刚性材料组成设计中，要求混合料抗压强度满足( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )要求。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．R均值≥Rdz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．R均值≥Rdzaz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．R均值≥Rd／(1-ZaCv)z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．R均值≥Rd(1-ZaCv)z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 15、石灰稳定类材料重型击实试验工作有：①加入所需稳定剂，并充分拌和均匀；②确定预定含水量；③取下套环，刮平试样，拆除底板，擦净试筒外壁后称取质量；④采用四分法选取等分试料；⑤加入计算应加的水量，并充分拌和均匀；⑥按要求进行分层填料、分层击实；⑦脱模后取样测定含水量。正确的试验步骤排序为( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．②④①⑤⑥③⑦z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．④②⑤①⑥③⑦ C．④②①⑤⑥③⑦z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．②④⑤①⑥③⑦z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 16、石灰稳定碎石采用路拌法施工时，混合料实际石灰剂量应比室内试验确定的剂量宜增加( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。A．O.30％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．O.50％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．O.70％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．1.00％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 17、半刚性基层材料配合比设计，以( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )龄期无侧限抗压强度为控制指标。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．7dz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．14dz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．28dz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．90dz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 18、关于顶面法测定无机结合料稳定材料抗压回弹模量，有以下说法：①试件是高径比为2：l的圆柱体；②试件的端面应用水泥砂浆彻底抹平；③试验前对端面处理过的试件浸水1昼夜；④千分表的脚应支在加载顶板直径线两侧，并离试件中心距离大致相等；⑤每一级荷载施加并持续O．5min，读数后继续施加下一级荷载。不正确的说法有( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．①③④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．①②⑤z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í c．②③④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．①②④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 19、二灰土可作为高速公路的( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．底基层z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．基层z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．底基层或基层z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．面层z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 20、土方路基施工段落较短时，压实度要点符合要求，此要求为( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．规定值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．规定极值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í c．规定值-2个百分点z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．规定值-1个百分点z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 21、工程质量等级评定工作包括：①单位工程质量等级评定；②合同段和建设项目质量等级评定；③分项工程质量等级评定；④分部工程质量等级评定。正确顺序为( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、③④①②z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、④③①②z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í c．①③④②z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．③④②①z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 22、有关工程质量等级评定的描述有：①工程质量评定等级分为合格和不合格两个等级；②分项工程评分值不小于75分评定为合格；③机电工程评分值不小于90分评定为合格；④合同段内所含单位工程全部合格，其工程质量等级为合格；⑤建设项目所含工程均合格，且得分大于90分，则工程质量鉴定等级为优良。以上描述正确的为( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．①②④⑤z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．②③④⑤z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í c．①②③④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．①②③④⑤z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 23、当土墙墙背回填要求墙身强度达到设计强度的( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )方可开始。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．70％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．75％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．80％D．90％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 24、路面沥青层渗水系数宜在( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )时间进行测定。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、碾压成型后z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．交工验收前z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．交工验收后z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．通车一年后z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 25、路面拦水带应纳入( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )分项工程进行质量评定。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．排水工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．路缘石一z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．路肩z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．路面z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 26、以下工程属于分部工程的是(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．X合同段路面工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．Y合同段排水工程 z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、Z合同段路基工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．M合同段交通工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 27、用于较大体积的混凝土，最不适宜的水泥品种是( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、矿渣水泥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．粉煤灰水泥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．火山灰水泥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．硅酸盐水泥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 28、沥青路面试验路铺筑属于( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )阶段。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、施工准备z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．沥青混合料摊铺z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．沥青混合料压实z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．沥青混合料运输z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 29、某分项工程经加固、补强后，评分值为90分，那么该分项工程可评为( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A。优良z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．合格z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C。不合格z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．无法评定z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 30、涉及结构安全和使用功能的关键项目，其合格率不得低于( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．75％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．85％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．90％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．100％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 31、挡土墙平均墙高超过( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )且墙身面积不小于1200m2z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 时，作为大型挡土墙评定。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．4mz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．5mz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．6mz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．7mz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 32、在沥青混合料中，细集料是指粒径小于( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )的天然砂、人工砂及石屑。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．5mmz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．2．36mmz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．4．75mmz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．2．5mmz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 33、以下无机结合料稳定土中：①石灰稳定粗粒土、②水泥稳定中粒土、③石灰水泥稳定细粒土、④石灰粉煤灰稳定粗粒土、⑤水泥粉煤灰稳定中粒土、⑥水泥稳定粗粒土，击实试验中混合料拌和时间超过1h，不能再进行击实试验的有 ( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．②④⑤⑥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．②③⑤⑥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í c．①②③⑥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．①②③④⑤⑥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 34、水泥混凝土路面板钻芯后，应采用( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )进行填补。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．水泥砂浆z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．同级配水泥混凝土z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．冷补沥青混合料z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．乳化沥青碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 35、采用贝克曼梁对二级公路进行弯沉测试时，测试车后轴轴重应为( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、60kNz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．80kNz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．100kNz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．120kNz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 36、路面平整度指标VBI是由( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )测定的结果。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．三米直尺z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．连续式平整度仪z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．颠簸累积仪z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、激光平整度仪z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 37、手动铺砂法测试主要内容包括：①用推平板摊铺量砂呈圆形；②选择测点；③将量砂倒在测点路面上；④圆筒中装满量砂；⑤清扫测点附近路面；⑥准备量砂；⑦钢板尺量测圆直径；正确的操作顺序为( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．⑤②⑥③④①⑦z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．⑥④②⑤③①⑦z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í c．⑥②⑤④③①⑦z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．⑤②⑥④③①⑦z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 38、关于CBR试验的叙述有：①CBR试验最初是由美国加利福尼亚州公路局提出的；②CBR试验是用来评价路基土和路面材料的强度指标；③处于路基不同深度位置的土的CBR值的要求不同；④材料的CBR指标指的是某压实度下的CBR值；⑤CBR试件一般要在水中浸泡48小时；⑥CBR试件的贯入速率为1～1.25mm／min；⑦CBR试验以贯入量为2．5mm时的强度值作为材料的CBR值。正确叙述有z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．①②③④⑤z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．①②③④⑤⑥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．①②③④⑥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．①②③④⑤⑥⑦z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 39、灌砂法试验得出试坑材料湿密度为2．30g／cm3，含水量为5．5％，该材料室内标准击实试验最大干密度为2．25 g／cm。，则该测点压实度为( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．92．4％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．96．6％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．96．9％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．1 02．2％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 40、环刀法测定土层密度时，若环刀取在碾压层的上部，则测试数值与灌砂法结果( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．相等z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．偏小z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．偏大z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．无法比较z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 41、灌砂法测定基层现场密度的工作有：①筒内砂不再下流时，取走灌砂筒并称量筒内剩余砂的质量；②选取挖出材料代表性样品，测定含水量；③称取所有挖出材料质量；④沿基板中孔凿试洞，并收集挖出材料；⑤标定筒下部圆锥体内砂的质量；⑥选择试验地点，并清扫干净；⑦放置灌砂筒，打开开关让砂流入试坑；⑧标定量砂的单位质量；⑨称取一定质量标准砂，并装入灌砂筒。正确的测定步骤为( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．⑥⑨⑤⑧④②③⑦①z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．⑤⑧⑥⑨④③②⑦①z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í c．⑥⑤⑧⑨④③②⑦①z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．⑤⑧⑥⑨④②③⑦①z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 42、连续式平整度仪测定路面平整度的描述：①一般连续平整度仪的标准长度为3．6m；②自动采集数据时，测定间距为lOOcm；③不使用于已有较多坑槽、破损严重的路面测定；④牵引车速度应均匀，最大不超过12km／h；⑤计算得到的标准差越大，表明路面平整性越好。不正确的一组为( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。A．①②④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．①②⑤z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í c．②③④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．②③⑤z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 43、标准贯入实验先将贯入器打入土中( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．1 5cmz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．30cmz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．45cmz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．60cmz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 44、贝克曼梁测试前，弯沉仪测头应置于( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )位置。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．测点后3～5cmz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．测点z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．测点前3～5cmz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．轮隙中心z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 45、有关平整度测试的说法有：①反应类平整度测试设备测定路面表面凹凸引起车辆振动的颠簸情况；②连续式平整度仪属于反应类测试设备；③VBI与国际平整度指数有良好的相关关系；④反应类平整度指标实际上是舒适性指标。描述正确的是( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．①③④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．①②③z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．②③④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．①②③④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 46、对高速公路沥青路面进行贝克曼梁测试时，测试车轮胎充气压力要求为 ( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．0.5MPaz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．O.6MPaz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．0.7MPaz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．0.8MPaz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 47、路面平整度的指标包括：①VBI、②标准差、③最大间隙，测试的方法主要有：④连续式平整度仪、⑤3m直尺法、⑥颠簸累积仪。以下对应关系中正确的是( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．①一④，②一⑥，③一⑤z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．①一⑤，②一⑥，③一④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í c．①一⑥，②一④，③一⑤z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．①一⑥，②一⑤，③一④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 48、石灰稳定砂砾强度试验时，试件需在标准条件下养生一定龄期，南方地区养生期间温度应保持为(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。A、20℃z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、25℃z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、20℃±2℃z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、25℃±2℃z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 49、以下混合料中，不能采用渗水试验合理评价渗水性能的是(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、AC-20 B、AC-25 C、ATB-25 D、SMA-20z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 50、路面厚度评定的否决指标是(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、厚度平均值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、厚度代表值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、单点合格值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、单点极值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 51、SMA面层压实度是指(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、现场实际干密度与室内标准密度之比。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、现场实际密度与室内标准密度之比。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、现场实际湿密度与室内击实试验最大湿密度之比。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、现场实际干密度与室内击实试验最大干密度之比。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 52、挡土墙墙背回填要求墙身强度达到设计强度的( )方可开始。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、70%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、75%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、80%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、90%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 53、能够降低混凝土水泥用量的集料性质是( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．集料的总比表面积较大z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．较高的空隙率z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．采用连续级配z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．采用间断级配z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 54、满足结构设计强度、施工和易性、耐久性、经济性要求，是混凝土配合比设计的基本要求，①满足结构设计强度要求，是指配合比的试验室强度只要达到结构设计强度即可。②满足施工和易性要求。是指拌和物的坍落度只需满足拌和规定的要求即可。③对路面混凝土而言，耐久性主要是指抗侵蚀性。④经济性主要是指在保证混凝土强度的前提下节约水泥，降低成本。上面的叙述存在( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )处错误。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．两处z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．三处z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．四处z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．一处z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 55、下面是关于沥青路面气候分区的描述：①采用工程所在地最近30年内最热月份平均最高气温的平均值，作为反映沥青路面在高温和重载条件先出现车辙等流动变形的气候因子，并作为气候分区的一级指标。按照该设计高温指标，一级区划分为4个区；②采用工程所在地最近30年内的极端最低气温，作为反映沥青路面由于温度收缩产生裂缝的气候因子，并作为气候分区的二级指标。按照设计低温指标，二级区划分为3个区；③采用工程所在地最近30年的年降雨量的平均值，作为反映沥青路面受雨水影响的气候因子，并作为气候区划的三级指标，按照设计雨量指标，三级区划分为4个区；④沥青路面使用性能气候分区由一、二、三级区划组合而成，以综合反映该地区的气候特征。每个气候分区用3个数值表示：第一个数值高温分区，第二个数值代表低温分区，第三个数值代表雨量分区，每个数值越小，表示气候因素对沥青路面的影响越弱；⑤沥青等级划分以气候条件为依据，不同气候区选择不同的沥青等级，相同的气候区可选择不同等级的沥青，但具体要求不同。以上描述有错的地方共有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．2处z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．3处z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．4处z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．5处z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 56、下列指标中对土方路基质量评定影响最大的指标是( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．压实度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．平整度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．宽度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D。纵断高程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 57、高速公路水泥混凝土路面外观鉴定中，板的断裂块数不得超过评定路段混凝土板总块数的( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。 A．0.10％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．0.20％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．O.30％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．0.40％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 58、某地夏季炎热、冬季温暖且雨量较为充沛，则该地气候分区可能是( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．1--2--1；z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．1--1--2；z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．1--4--2；D．2--4--3z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 59、为保证沥青混合料的强度，在选择石料时应优先考虑( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．酸性石料z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B碱性石料z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C中性石料z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．以上均不对z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 60、表干法、水中重法、封蜡法、体积法是沥青混合料密度试验的4种方法，其中表干法的适用条件是( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．试件吸水率大于2％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．试件吸水率小于2％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．试件吸水率小于0．5％z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．适用于任何沥青混合料z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 61、混凝土配合比设计时必须按耐久性要求校核( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．砂率z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．单位水泥用量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．浆集比z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．水灰比z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 62、关于水泥稳定碎石回弹模量试件养生的规定：①养生温度为南方25±2℃，北方20±2℃；②养生龄期6个月；③养生期间试件的质量损失不超过10g；④养生期的最后一天，应将试件浸泡在水中。其中正确的是( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．①②③z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．①②④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．①③④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．①②③④z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 63、EDTA滴定法测定石灰剂量的试验工作：①搅拌3min，放置沉淀4min，直到出现澄清悬浮液为止，记录时间，转移上部清液；②移液管吸取上层悬浮液置于三角瓶，加入1。8％氢氧化钠，加入钙红指示剂并摇匀；③称取300g混合料放在搪瓷杯中，搅散并加入600mLl0％氯化铵溶液；④准备标准曲线；⑤选取有代表性的混合料；⑥EDTA标准液滴定，并记录消耗量。正确的试验顺序为( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、④②③①⑤⑥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．④⑤③①②⑥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．①⑤②③④⑥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．①⑤④③②⑥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 64、采用贝克曼梁对高速公路进行弯沉测试时，测试车后轴轴重应为（）。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、60KNz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、80KNz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、100KNz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、120KNz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 65、沥青针入度指数（PI）表示沥青的（z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ）。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、粘稠性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、感温性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、粘附性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、抗老化性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 66、公路工程质量检验标准不适用于下列哪项工程(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、新建四级公路z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、二级公路改建z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、新建高速公路z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、高速公路大修z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 67、某高速公路路基顶面贝克曼梁法测定弯沉值为92、74、78、76、58、110、98、60、80、82，测定时间为最不利季节，则保证率系数Za=2时的弯沉代表值为(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、80.8z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、82.8 z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、111.2z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、112.8z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 68、用摆式仪法测定路面磨擦系数时，如果标定的滑动长度大于标准值，那么测定的BPN值比实际值(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、偏大z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、偏小 C、一样z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、难以确定z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 69、表征路面表面粗构造的指标是(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、横向力系数z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、构造深度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、摆值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、抗磨光值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 70、水泥稳定粒料基层施工中，选用水泥时要求水泥的初凝时间应在( )小时以上。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、3z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、4 z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、5z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、6z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 71、对于天然砂砾室内确定其最大干密度较适宜方法为( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、重型击实法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、轻型击实法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、灌砂法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、表面振动压实仪法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 72、用环刀法检测压实度时，如环刀打入深度较浅，则检测结果会( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、偏大z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、准确z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、偏小z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、无规律z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 73、EDTA滴定试验中，用EDTA二钠标准液将玫瑰红色溶剂滴定到( )作为试验终点。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、黑色z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、纯蓝色z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、无色z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、墨绿色z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 74、下列检测项目中属于沥青路面的关键项目的是(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、平整度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、厚度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、抗滑z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、弯沉值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 75、填隙碎石基层固体体积率用( )测定。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、灌砂法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、环刀法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、蜡封法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、核子密度仪法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 76、水泥混凝土面层应按(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )进行质量评定。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、分项工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、分部工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、单位工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、单项工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 77、下列溶剂中能将沥青裂解蒸馏出的油分完全溶解的溶剂是(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、乙醚z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、乙醇z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、石油醚z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、工业酒精z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 78、某水泥稳定砂砾重型击实试验测试结果为：试筒质量6590克，试筒容积2177立方厘米，试筒与湿样合计质量11860克，代表试样含水量5.8%，则混合料湿密度为(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、2.28克/立方厘米z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、2.29克/立方厘米z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、2.42克/立方厘米z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、2.56克/立方厘米z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 79、分项工程质量检验内容中，由于( )对施工质量具有关键作用，故经检查不符合要求时不得进行工程质量的检验和评定。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、外观鉴定z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、质量保证资料z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、基本要求z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、实测项目z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 80、以下工程属于分项工程的是(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、Z合同段路基工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、Y合同段排水工程 C、X合同段路面基层z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、M合同段交通工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 81、下列因素中，不会影响弯沉检测值大小的因素是(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、测试车后轴重z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、公路等级z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、面层和基层类型z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、气温z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 82、二级公路水泥混凝土路面外观鉴定中，胶皮、印痕、裂纹、缺边掉角等缺陷的表面积不得超过受检面积的( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、0.1%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、0.2%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、0.3%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、0.4%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 83、测试车辆行驶速度越快，平整度测试值VBI( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、越小z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、越大z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、不受影响z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、或大或小，漂浮不定z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 84、根据“评定标准”规定，某一级公路土基压实度标准为96%，当某测点的压实度为92.5%时，评定结果为( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、优良z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、合格z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、不合格并扣分z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、不合格并返工z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 85、水泥石灰综合稳定时，水泥用量占结合料总量的( )以上，按水泥稳定类进行组成设计。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、30%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、40%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、50%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、60%z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 86、贝克曼梁测定路面弯沉时，测定应布置在( )位置。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、路面中心线z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、行车道中心线z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、行车道标线z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、行车道轮迹带z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 87、室内CBR试验中，贯入杆预压在CBR试件上的力是( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、20Nz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、30Nz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、45Nz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、60Nz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 88、对于结构层厚度评定，下列说法中正确的是( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、厚度代表值应大于等于设计厚度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、厚度代表值应小于等于设计厚度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、厚度代表值应大于等于设计厚度减代表值允许偏差z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、厚度代表值应小于等于设计厚度减代表值允许偏差z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 89、采用3m直尺进行路面状况评定时，应首尾相接连续测量( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、3尺z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、5尺z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、10尺z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、15尺z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 二、判断题(每题1分，共30题)z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 1．混凝土强度试验，试件的干湿状况对试验结果没有什么影响。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 2．分部工程中分项工程全部合格，则该分部工程合格。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 3．目前评价沥青与集料之间粘附性好坏的常规评价方法是水煮法或水浸法。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 4．沥青的针入度和软化点都是表示沥青粘滞性的条件粘度。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 5．沥青混合料用的石粉，其亲水系数应大于1。 (z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 6．沥青混合料用石粉，其亲水系数应大于1。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 7．半刚性基层材料在非冻区25℃条件湿养6d、浸水1d后进行无侧限抗压强度试验。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 8．为了保证路基工程整体质量，土石方路基上部和下部压实度应采用统一规定值。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 9．土的均匀系数大于5、液限不超过40、塑性指数不大于17的细粒土适宜用水泥进行稳定。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 10．填隙碎石压实度测定时一般用固体体积率来控制。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 11．半刚性材料劈裂试验作为应力检验用时，水泥稳定土试件养生时间为6个月。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 12．路基工程的实测项目均在路基完成后，在其顶面进行检查评定。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 13．半刚性基层材料配合比设计中，应根据轻型击实或重型击实标准制作试件。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 14．承载板法测定回弹模量一般采用加载、卸载的办法进行试验，由于测试车对测定点处的路面会产生影响，故要进行总影响量测定，并在各分级回弹变形中加上该影响量值。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 15．击实试验中，为了保证试样的完整性，最后一层试样击实后，试样高度应超出试筒顶10mm，取下套环后刮除多余部分，并刮平表面。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 16．细构造对路面的抗滑性能的影响主要是通过石料的磨光值PSV来反映。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 17．石灰稳定类材料可以应用于各级公路的基层或底基层。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 18．干粉煤灰和湿粉煤灰均可以用于路面基层和底基层，但湿粉煤灰的含水量不宜超过35%。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 19．对于吸水率大于2％的沥青混合料试件，应采用表干法测定其密度。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 20．对于沥青路面，温度越高，强度越低，测得的弯沉值越小。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 21．OGFC混合料的现场密度可以采用体积法测定。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 22．确定粒料类基层材料最大干密度的试验方法有重型击实法和振动法两种。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 23．半刚性材料击实试验中，加入水和结合料拌和后1h内应完成试验，否则试样废弃。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í (z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) 24．采用钻机取芯法测量路面厚度时，钻头直径必须为φ100mm。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 25．沥青路面的弯沉以标准温度20℃为准，其他温度测试时对于厚度大于5cm的沥青路面应予以温度修正。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 26．混凝土的强度等级是根据长方体抗压强度标准值确定的。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 27．沥青路面的渗水系数越大，说明沥青路面的质量越差。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 28．用摆式仪测定路面抗滑值时，每个测点的抗滑值取5次测定结果的平均值。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 29．《公路工程质量检验评定标准》主要针对四级及四级以上公路的新建和改建工程。 (z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 30．对于涉及结构安全和使用功能的重要实测项目，其合格率不得低于90%，且其检测值不得超过规定极值，否则必须进行返工处理。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 31．在分部工程中，应按不同施工方法、材料、工序及路段长度等划分为若干个分段工程。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 32．采用了吸水性大的集料的沥青混合料密度可以采用水中重法测定。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 33．机电工程作为关键项目，其质量合格率不得低于100％，否则必须返工处理。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 34．采用顶面法测定无机结合料稳定材料抗压回弹模量时，为了保证回弹形变测量的准确性，百分表应安置在顶板直径线两侧，并距离试件中心大致相等。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 35．对于分为多个合同段施工的特长隧道工程，应以每个合同段作为一个单位工程进行评定。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 36．贫混凝土基层作为刚性基层一般适用于重交通或特重交通路面。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 37．在同一分项工程的实测项目中，关键项目的权值都大于非关键项目。 (z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 38．工程施工过程中，施工单位可以根据施工质量管理需要调整建设项目的工程项目划分。( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 39．分项工程的质量保证资料具有质量否决权，资料真实且齐全才能进行评定。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 40．贝克曼梁、自动弯沉仪测定的是静态弯沉，而落锤式弯沉仪测定的是动态弯沉。( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 41．沥青混凝土面层评分时，如沥青混合料的矿料级配不符合设计要求，则该面层评分为O。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 42．沥青混合料的矿料间隙率是指沥青的体积率与剩余空隙率之和。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 43．弯沉测试时如果在汽车前进后，百分表的指针没有向前转动而直接开始回转，表明读到最大回弹变形。( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 44．沥青混合料试件的高度变化并不影响所测流值，仅对稳定度的试验结果有影响。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) 45．混凝土坍落度的大小只反映拌和物流动性的好坏。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 46．分项工程的评分值满分为100分，按实测项目采用加权平均法计算。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 47．若外观鉴定检查发现取土坑和弃土堆位置不符合要求，可以进行评定，但须按处减分( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 48．分部工程中分项工程全部合格，则该分部工程合格。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 49．分项工程质量评定时，经检查不符合某些基本要求时，应给予扣分。( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 50．路面工程实测项目规定的检查频率为双车道公路每一检查段内的检查频率。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 51．灌砂筒放在试坑上并打开开关后，当轻敲筒壁三次砂流入试坑，则关闭开关。( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 52．隧道衬砌是隧道施工的一个工序，属于分项工程。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 53．水泥稳定基层施工中，采用快硬水泥可以加快施工进度。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 54．一个合同段内的互通式立交的路面工程，应作为一个单位工程进行评定。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 55．评定采用的回弹弯沉值是指标准后轴双轮隙中心处的最大回弹变形值。( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 56．除压实度外，路基工程的其他实测项目一般均可在路基完成后在其顶面进行检查评定。 (z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 57．实测项目的规定极值是指任一单个检测值均不能突破的极限值，不符合要求时应计算合格率进行扣分。( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 58．沥青饱和度是指压实沥青混合料中的沥青体积填充矿料间隙以外体积的百分率。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í (z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 59．沥青路面的抗滑摆值指的是干燥路表温度为20℃时摆值。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 60．车辙试验能够更加准确地反映沥青混合料的高温稳定性和耐久性。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 61．重型击实和轻型击实的主要区别在于所使用的击实筒大小不同。( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 62．由骨架孔隙型矿料构成的沥青混合料具有较好的高温稳定性和低温抗裂性。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 63．沥青的针入度和软化点都是表示沥青粘滞性的条件粘度。( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 64．新拌混凝土的工作性，就是拌和物的流动性。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 65．混凝土的维勃稠度试验结果的时间越长，说明混凝土的坍落度可能越大。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 66．机电工程作为关键项目，其质量合格率不得低于100%，否则必须返工处理。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 67．一个合同段内的每座中桥，应分别作为一个单位工程进行评定。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 68．EDTA滴定法可以快速测定水泥和石灰的剂量，还可用于检查拌和的均匀性。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 69．半刚性基层材料在北方地区以25℃湿养6d、浸水1d后进行无侧限抗压强度试验。 (z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) 70．若两段公路沥青路面的剩余空隙率不同，则渗水系数也可能不同。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 71．质量检验评定中的实测项目是指涉及结构安全和使用功能的重要检测项目。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 72．沥青路面的抗滑摆值指的是潮湿路表温度为20℃时摆值。 (z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 73．路面粗构造的作用是使车轮下路表水快速排除，以防形成水膜。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 74．沥青稳定碎石作为有机结合料稳定类材料属于柔性基层。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 75．路面沥青层渗水系数规定值是指交工验收时应达到的要求。( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 76．核子密度仪一般用于测定路基路面压实度，标定后可作为仲裁试验。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 77．土方路基压实度的规定值，按高速和一级公路、二级公路、三四级公路三档设计。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 78．采用核子密度仪测定沥青混合料面层的压实密度时，在表面用直接透射法测定。 (z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 79．核子密度仪一般用于测定路基路面压实度，标定后可作为仲裁试验。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 80．对于高含水量土，宜选用湿土法进行击实试验，确定最大干密度。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 81．虽然连续平整度仪法测试速度快，结果可靠，但是一般不用于路基平整度测定。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 82．弯沉评定的合格标准为弯沉代表值大于等于设计弯沉值。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 83．含有易溶盐和有机质的土质不宜用水泥进行稳定。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 84．摆式仪法测定路面摩擦系数时，摆动方向会影响测定结果。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 85．若两段公路路面的剩余空隙率不同，则渗水系数也可能不同。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 86．路表面细构造通常在低速时对路表抗滑性能起决定作用。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 87．平整度是反映路面施工质量和行车的舒适性的重要指标。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 88．公路路面底基层按材料力学行为划分为半刚性类、柔性类和刚性类。( ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 89．3m直尺属于断面类平整度测试设备。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 90．利用自动弯沉仪测定的弯沉值可以直接用于路基、路面强度评定。(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í ) z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 三、多项选择题(每题2分，共20题；下列各题均有2个或以上备选答案符合题意，有错误选项不得分，选项正确但不完全的每个选项得0．5分，完全正确得满分)z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 1．以下基层属于柔性类基层的有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、沥青贯入碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．级配碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．沥青稳定碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．石灰稳定碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 2．沥青和集料的粘附性等级高，说明沥青混合料(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、粘附性好 B、粘附性差z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、使用的是碱性矿料z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、使用的是酸性矿料z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 3．以下材料可以作为高级路面基层的有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．级配碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．沥青碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．乳化沥青碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．连续配筋混凝土z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 4．某公路路面施工中，AM-20混合料的实际密度可以采用(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )确定。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、水中重法 B、表干法 C、蜡封法 D、体积法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 5．以下水泥可以应用于水泥稳定类基层的有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．普通硅酸盐水泥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．粉煤灰硅酸盐水泥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．火山灰质硅酸盐水泥 D．矿渣硅酸盐水泥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 6．不能采用挖坑法测定厚度的结构层有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、级配碎石过渡层 B、水泥稳定碎石基层z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、水泥混凝土路面板 D、沥青混凝土面层z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 7．在确定水泥稳定粒料的最佳含水量和最大干密度，至少应做三个不同水泥剂量的混合料击实试验，分别是( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．最佳剂量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．最小剂量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．最大剂量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．中间剂量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 8．现场沥青路面施工技术规范规定，密级配沥青混合料马歇尔技术指标主要有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、稳定度和流值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、VMAz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、空隙率z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、VFAz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 9．基层材料最大干密度确定的方法有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．击实法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．振动台法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．理论计算法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．表面振动压实仪法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 10．级配碎石基层质量评定实测项目中的关键项目有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、压实度 B、弯沉值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、平整度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、厚度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 11．可以用于仲裁试验的压实度检测方法有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A。灌砂法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．环刀法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．核子密度仪z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．钻芯法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 12．以下测定值可以作为沥青混合料标准密度的有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、拌和厂取样实测马歇尔密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、真空法实测最大理论密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、试验路实测密度D、配合比设计马歇尔密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 13．用3m直尺测定路面平整度，其评价指标有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．单尺最大间隙z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．合格率z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．标准差z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．最大间隙平均值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 14．二灰碎石基层交工验收时，需要检测的项目有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、压实度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、强度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、厚度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、弯沉z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 15．关于核子密度仪测试的以下说法中，正确的有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、核子密度仪利用放射性元素测定密度和含水量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、进行沥青混合料面层密度测定时，用钻孔取样进行标定z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、用于测定沥青混合料面层的压实密度，用透射法测定z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、用于测定土基或基层材料的压实密度及含水量时，测定层厚度不宜大于30cmz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 16．沥青路面抗滑性，可以采用( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )方法检测。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．摆式仪z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．电动铺砂法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．手动铺砂法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．摩擦系数测试车z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 17．以下平整度测试设备属于断面类的有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．连续式平整度仪z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．车载颠簸累积仪z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．3m直尺z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．纵断面分析仪z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 18．公路路面基层可划分为(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、柔性基层和半刚性基层两类z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、柔性基层、半刚性基层和刚性基层三类z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、高等级公路基层和一般公路基层两类z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、无粘结粒料类基层和有结合料稳定类基层z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 19．随着沥青针入度的增加，沥青的( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、粘稠性降低z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、标号提高z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、夏季高温稳定性变差z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、粘附性得到改善z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 20．关于路面构造深度测试的说法中，正确的有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．铺砂法测定的构造深度可以用于评价路面表面的宏观粗糙度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．构造深度越小，路面抗滑性能越好z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．构造深度越大，路面抗滑性能越好z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．铺砂法测定的构造深度可以用于评价路面表面的排水性能z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 21．土基现场CBR值测定包括哪些参数( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．土基含水量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．测点的干密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．测点的压实度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．压强与贯入量的关系z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 22．不宜采用二灰进行稳定的土有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、硫酸盐含量为0.3%的土z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、土块最大粒径大于15mmz\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、有机质含量超过10%的土z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、塑性指数为15的粘性土z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 23．沥青混凝土面层质量评定实测项目中的关键项目有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、平整度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、厚度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、压实度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、弯沉值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 24．某合同段以下工程中属于单位工程的是( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．特大桥z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．交通工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．互通式立体交叉工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．隧道工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 25．水泥混凝土面层质量评定实测项目中的关键项目有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．平整度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．板厚度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．抗滑构造深度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．弯拉强度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 26．有关现场密度试验方法的以下说法中，不正确的有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、环刀法适用于细粒土及无机结合料稳定粗粒土的密度试验z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、环刀法测定路基压实度时，环刀应打入尽是深一些，以检测整个压实层的密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、灌砂法可用于测定基层、砂石路面以及沥青表处、沥青贯入式面层的压实度检测z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、核子密度仪测定沥青面层压实度时一般应采用透射法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 27．下列有关路面抗滑性能的说法中，正确的是(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、摆值FB越大，抗滑性能越好z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、构造深度TD越大，抗滑性能越好z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、横向力系数SFC越大，抗滑性能越好z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、制动距离越长，抗滑性能越好z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 28．分项工程质量检验评分中，不得进行检验和评定的情况有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．实测项目不合格z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．不符合基本要求规定z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．存在外观缺陷 D．缺乏最基本数据z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 29．水泥混凝土面层、沥青混凝土面层、二灰稳定碎石基层实测项目中，都包含的项目有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。 A．弯沉z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、压实度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．平整度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．厚度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 30．能够提高沥青混合料的高温稳定性的措施有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、适当增加沥青的用量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、选择标号高一点的沥青z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、将矿料的颗粒整体调整偏向级配范围的下限z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、增加矿粉用量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 31．水泥或石灰剂量测定的方法主要有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、抽提仪法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、EDTA滴定法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、离心分离法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、直读式测钙仪法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 32．《公路工程质量检验评定标准》可以用于( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )等对工程质量进行管理、控制与评定。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．施工单位z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．质监机构z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．监理单位z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．建设单位z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 33．最佳沥青用量OACl的确定取决于( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、间隙率z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．稳定度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．空隙率z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 34．属于分项工程质量检验评定内容的有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、经检查不符合基本要求规定时，不予检验与评定z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、缺乏最基本资料，不予检验与评定z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、外观有严重的缺陷，不予检验与评定z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、检查项目合格率小于70%，不予检验与评定z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 35．沥青混合料的技术指标有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、稳定度和流值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、耐久性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、空隙率z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、饱和度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 36．沥青混合料的路用性能包括( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、高温稳定性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．低温抗裂性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．耐久性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．施工和易性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í E．抗滑性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 37．细集料中对水泥混凝土起到消极作用的有害成分包括( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．含泥量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．碱含量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．游离氧化钙z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．有机质z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 38．在测混凝土坍落度的同时，还应观察拌和物的( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )，以综合评价混凝土拌和物的和易性。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．粘聚性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．砂率z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．流动性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．保水性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 39．浆砌砌体质量评定实测项目中的关键项目有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．砂浆强度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．竖直度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．断面尺寸z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．平整度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 40．属于数理统计方法评定计分的检查项目有( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、压实度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、弯沉z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、路面横向力系数z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、结构层厚度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 41．沥青面层压实度的检测方法有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．灌砂法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．环刀法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．钻芯取样法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．核子密实仪法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 42．对高温或低温有较高要求的地区可能是(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、1-1-3z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、3-2-2 z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、2-1-1z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、3-3-4z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 43．软土地基处治中的砂垫层质量评定中，实测项目包括( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．厚度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．宽度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．压实度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．反滤层z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 44．无粘聚性自由排水土宜采用(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )确定最大干密度。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、重型击实法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、振动台法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、理论计算法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、表面振动压实仪法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 45．路基土方压实度的规定值分为( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )进行控制。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．高速和一级公路z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．其他公路z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．二级公路z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．三四级公路z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 46．以下材料属于有机结合料稳定类材料的是( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、沥青稳定碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、水泥稳定碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、乳化沥青碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、沥青贯入碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 47．粉喷桩的质量评定中，实测项目包括( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．桩顶面高程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．竖直度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．强度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．单桩粉喷量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 48．抽提试验的目的是检查拌和好的沥青混合料的( )是否符合设计要求。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、油石比B、沥青和矿料的粘附性C、拌和均匀性D、矿料级配z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 49．沥青混合料标准密度可用( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )表示。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．马歇尔密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．表干密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．试验路密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．击实试验密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 50．有关无机结合料稳定材料顶面法测定室内抗压模量的说法中，错误的有( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、使用百分表测定试件变形B、模量计算采用施加荷载后读取的形变值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、荷载应逐级加载、卸载z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 51．以下测定值可以作为沥青混合料标准密度的有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．拌和厂取样实测马歇尔密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．真空法实测最大理论密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．试验路实测密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．配合比设计马歇尔密度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 52．压实度评定时控制指标包括( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、压实度平均值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、压实度代表值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、单点合格值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、单点极值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 53．能够对沥青混合料水稳性造成不利影响的因素有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．沥青中的蜡成分z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．采用酸性石料z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．采用碱性石料z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．混合料的空隙率z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 54．沥青混合料的拌和、碾压温度取决于( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、所有矿料的最大粒径z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、混合料的空隙率z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、所有沥青的标号 D、混合料的类型z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 55．以下土中，不能直接采用水泥稳定的有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．有机质含量超过2％的土z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．塑性指数小于12的土z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．硫酸盐含量超过0.25％的土z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．均匀系数大于10的土z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 56．二灰稳定碎石基层交工检查时，用( )测定干密度并确定其压实度比较合适。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、灌砂法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、环刀法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、核子密度仪法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、钻芯法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 57．路面设计中，基层材料的设计参数包括( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、抗压强度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、抗压模量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、劈裂强度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、弯拉模量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 58．以下材料属于有机结合料稳定类材料的是( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．沥青稳定碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．水泥稳定碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．乳化沥青碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．沥青贯入碎石z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 59．压实度评定时的控制指标包括(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、压实度平均值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、压实度代表值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、单点合格值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、单点极值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 60．《公路工程质量检验评定标准》(JTGF80-2004)可作为( )的质量评定标准。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、高速公路新建工程 B、一级公路大修工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、二级公路改建工程D、四级公路改建工程z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 61．根据现行《公路工程质量检验评定标准》中规定，( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )不是级配碎石基层的主要实测硕目。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．弯沉z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．平整度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．厚度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．压实度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 62．关于沥青路面渗水系数的说法中，正确的有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、指在规定的水头压力下，水在单位时间内通过一定面积的路面渗入下层的数量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、路面渗水系数与空隙率有很大关系z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、剩余空隙率越大，路面渗水系数越大z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、路面渗水系数应在路面施工结束后立即进行测试z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 63．二灰碎石基层与级配碎石基层交工验收时，都需要检测的项目有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．压实度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．强度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．厚度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．弯沉z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 64．水泥混凝土路面抗滑构造深度评定中，可以采用( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )方法检测。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．摆式仪z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．电动铺砂法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．手动铺砂法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．摩擦系数测试车z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 65．路面平整度测试设备从测试原理可以分为( )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．测试车类z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．反应类z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．平均坡度类z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．断面类z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 66．沥青路面使用性能气候分区是以工程所在地最近30年的( )为依据进行划分的。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、最热月份最高气温的平均值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、极端最低气温 C、冰冻期长短D、年降雨量平均值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 67．石灰土底基层施工控制中，可以采用( )测定密度，控制施工压实度。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、灌砂法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、环刀法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、核子密度仪法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、钻芯法z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 68．关于摆式仪测试的说法中，正确的有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．评定路面在潮湿状态下的抗滑能力z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．橡胶片的有效使用期为1年z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．新橡胶片应先在干燥路面上测试10次后再用于测试z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．校核滑动长度时，应以橡胶片长边刚刚接触路面为准z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 69．下列关于承载板法测定土基回弹模量的说法中，正确的是( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。 z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．以弹性半无限体理论为依据z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．数据整理时，一般情况下应进行原点修正z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C。测试时，采用逐级加载、卸载的方式z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．各级压力的回弹变形必须加上该级的影响量z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 70．轻型击实试验和重型击实试验的差别在于(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、试筒尺寸不同z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、试锤质量与落高不同z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、击实层数不同z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、击实功不同z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 71．沥青混合料的技术指标有(z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A、稳定度和流值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B、耐久性z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C、空隙率z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、饱和度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D、试件按照最佳含水量和最大干密度成型z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í 72．现行沥青路面施工技术规范规定，密级配沥青混合料马歇尔技术指标主要有( z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í )。z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í A．稳定度和流值z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í B．矿料间隙率z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í C．空隙率z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í D．沥青饱和度z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í
	分享转发

	TOP

发送短消息 UID 217545 精华 0 查看公共资料搜索主题搜索帖子 zhangweinian520 组别工程师帖子41 积分195 性别注册时间2012-10-04 个人空间	2^# 字体大小: t T 发表于 2014-04-17 11:56 \|只看该用户网站不错网站不错z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í


	TOP

发送短消息 UID 217545 精华 0 查看公共资料搜索主题搜索帖子 zhangweinian520 组别工程师帖子41 积分195 性别注册时间2012-10-04 个人空间	3^# 字体大小: t T 发表于 2014-04-17 11:56 \|只看该用户网站不错网站不错z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í


	TOP

发送短消息 UID 217545 精华 0 查看公共资料搜索主题搜索帖子 zhangweinian520 组别工程师帖子41 积分195 性别注册时间2012-10-04 个人空间	4^# 字体大小: t T 发表于 2014-04-17 11:56 \|只看该用户网站不错网站不错z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í


	TOP

发送短消息 UID 217545 精华 0 查看公共资料搜索主题搜索帖子 zhangweinian520 组别工程师帖子41 积分195 性别注册时间2012-10-04 个人空间	5^# 字体大小: t T 发表于 2014-04-17 11:57 \|只看该用户施工管理有针对性的课件吗z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í


	TOP

发送短消息 UID 186565 精华 0 查看公共资料搜索主题搜索帖子 wldtk21 组别技术员帖子59 积分64 性别注册时间2011-11-28 个人空间	6^# 字体大小: t T 发表于 2014-04-24 19:44 \|只看该用户这是哪里弄的啊z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í


	TOP

发送短消息 UID 120949 精华 0 查看公共资料搜索主题搜索帖子 poiuyasdf 组别爱心志愿者帖子539 积分796 性别注册时间2010-03-05 个人空间	7^# 字体大小: t T 发表于 2014-05-26 16:05 \|只看该用户有附件吗？楼主z\|ÙQ.+v¦þbbs.3c3t.comC7UÐ)Ò,í


	TOP

上一主题| 下一主题

发主话题

回复该主题

高级编辑器

高级编辑器

B Color Image Link Quote Code Smilies

你需要登录后才可以发帖登录 | 注册