1.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粗集料筛分试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
路面厚度挖坑法的步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
混凝土芯样的修补方法和步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
隧道工程中间照明设施的检测步骤和方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
1.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青路面渗水性能检测是在()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
A交峻工验收前ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
B交峻工验收后ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
C一年以后 ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
DÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
2.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
芯样补平后,放入室内静放一昼夜后送入养护室内养护待补平材料强度不低于芯样强度时,方能进行抗压试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
3.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
灌砂法的试验步骤顺序排列ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
4.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
构造深度的步骤顺序排列ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
5.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
镀锌层盐雾性试验测得耐盐雾()时间ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
6.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
交通标线的颜色左侧()右侧()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
7.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
隧道应检测的项目是()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
8.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
隧道的两端照明是对称的()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
1.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
影响混凝土的强度因素()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
A水泥强度B水灰比C浆集比D集料特征ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
2.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
通过安定性试验检测一些有害成分,如(D)等对水泥在水化凝固过程中是否造成过量的体积变化ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
A Cao B Mgo C D三者皆有ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
3.根据通过百分率曲线得知,当矿料的颗粒级配愈接近抛物线,其密度越大(对)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
4.土样能搓成条状而不断裂的属于()土ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
5. =1.0时,土处于()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
6.下面有几处错误:ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
7.水泥胶砂强度判断是以六个数据剔除一个最大值和一个最小值,取四个数值为平均值(×)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
8.集料的任意一个角度长于筛孔的2.4倍即为针状()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
工程质量检验评分是以(分项工程)为单元的ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
2. ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
3.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粗集料密度及吸水率试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
4.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粗集料含泥量试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
5.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青路面用粗集料针片状颗粒含量试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
6.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青路面用粗集料压碎值试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
7. ☆粗集料磨耗率试验方法及步骤(沥青用砼)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
8.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粗集料磨光值试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
9.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粗集料碱活性试验有哪几种试验方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
10.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
石料碱值试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
11.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
细集料筛分试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
12.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
细集料有机质含量试验方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
13. ☆细集料表观密度试验有几种方法。列举一种说出操作步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
14.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
细集料含泥量试验与泥块含量试验用仪器ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
15.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
细集料三氧化硫含量试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
16.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
矿粉亲水系数试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
17.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青粘附性试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
18.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
土的工程分类ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
19. ☆素土含水量试验《公路土工试验规程》上列举了几种试验方法?各适用什么范围?列举一种试验方法的试验步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
20.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
土密度试验有哪些?各适用什么范围?ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
21.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
密度试验电动取土器法的试验步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
22.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
密度试验灌砂法的试验步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
23.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
比重试验,比重瓶法的试验步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
24.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
土颗粒分析试验筛分法的试验方法及步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
25.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
界限含水量试验的三种方法。土的代号ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
26.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
砂的相对密度试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
27.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
膨胀试验四种方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
28.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
击实试验的目的和适用范围,轻型法和重型法大小试筒的基本指标。试验步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
29.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粗粒土和巨粒土最大干密度试验。振动台法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
30.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
回弹模量试验。承载板法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
31.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粘质土的慢剪试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
32.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粘质土的快剪试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
33.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粗粒土大三轴剪切试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
34.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
无侧线抗压强度试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
35.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
有机质含量试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
(另:以上试验必须掌握:适用范围,仪器设备,试验步骤,结果处理。ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
打☆的是考到的理论操作题)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
36.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
各种水泥的代号与定义ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
37.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
硅酸盐水泥,普通硅酸盐水泥的技术要求ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
38.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
何为水泥废品与不合格品ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
39.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
水泥取样方法与抽样频率ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
40.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
水泥细度,安定性,凝结时间,标准稠度用水量,强度的试验方法,试验仪器的适用,结果处理ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
41.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
钢筋砼用热轮带肋钢筋ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
1)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
带肋钢筋的表面形状及尺寸允许偏差ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
2)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
化学成分ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
3)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
力学成分ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
4)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
弯曲性能,反向弯曲性能ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
5)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
每批钢筋的检测项目,取样方法,试验操作步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
42.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
普通砼配合比设计步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
43.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
回弹法检测砼抗压强度,技术规程ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
44.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
预应力筋用锚具,夹具和连接器的检测ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
45.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
普通砼拌合物性能试验方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
1)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
稠度试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
2)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
试样制备ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
3)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
凝结时间ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
4)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
泌水与压力试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
46.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
普通砼拌合物力学性能试验方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
1)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
试件的尺寸形状和允差ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
2)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
设备ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
3)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
试件的制作和养护ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
4)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
抗压强度试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
5)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
轴心抗压强度试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
6)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
静力受压弹性模量试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
7)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
劈裂抗拉强度试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
8)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
抗折强度试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
47.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青的三大指标的试验步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
48.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青混合料配合比设计步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
49.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青材料的试验方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
50.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青与矿料粘附性试验方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
51.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青混合料车辙试验方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
52.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
离心分离法测试沥青混合料中的沥青含量ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
53.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
路基路面弯沉检测ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
54.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
路基路面压实度检测ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
1)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
环刀法试验,设备,适用范围,步骤结果处理ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
2)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
灌砂法试验,设备,适用范围,步骤结果处理ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
55.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
无机结合料稳定土击实的试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
56. ☆平整度采用哪几种方法?连续式平整度仪检测平整度的试验要点ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
57.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
水泥稳定土试验检测,无测限抗压强度的试验步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
58.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粉煤灰烧失量试验检测ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
59.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青路面抗滑性试验检测ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
60. EDTA滴定法检测,水泥或石灰剂量测定方法,适用范围仪器设备,设备配置ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
61.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
石灰一级,二级,三级,钙质石灰与镁质石灰的定义,三各级别石灰的分类ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
62.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青结合料热老化试验包括哪几种,各适用于什么条件ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
63.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
车辙试验的试件尺寸ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
64.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青混合料中沥青含量测定方法有哪些? 各适用于什么条件ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
65.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
检测沥青路面密度有哪些方法?ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
66.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
灌注桩的常见缺陷有哪些?ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
67. ☆泥浆的失水率试验方法与步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
68.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
基桩垂直静载试验时怎样确定破坏荷载ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
69.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
板式橡胶支座检测哪些力学指标。如何测试ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
70.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
砼试块抗压强度试验中压力机的速率,及选择试验机的最大压力ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
71.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
交通工程设施检测的主要内容ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
72.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
护栏的防腐性能检测的内容及质量如何判断ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
73.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
护栏材料性能检测内容及常规检测项目ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
74.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
对道路交通标志的材料性能检测主要内容ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
75.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
标线施工质量检测的主要项目ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
76.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
视线诱导设施的检测项目有哪些?如何检测ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
77.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
防眩板产品质量检测项目有哪些,方法是什么ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
78.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
不同类型隔离栅检测的有何不同ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
79.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
照明设施质量检测的内容和方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
80.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
目前隧道防水采取哪些方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
81.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
隧道中甲烷含量用什么方法检测ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
82.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
隧道中甲烷浓度严重超标是否引起爆炸ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
83.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
隧道中一氧化碳含量检测用什么仪器ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
84.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
隧道口采取什么防护措施ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
85.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
圆曲线半径是不是越大越好ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
86.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
超高段长度的计算ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
路面厚度挖坑法的步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
混凝土芯样的修补方法和步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
隧道工程中间照明设施的检测步骤和方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
9.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青路面渗水性能检测是在()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
A交峻工验收前ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
B交峻工验收后ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
C一年以后 ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
DÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
10.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
芯样补平后,放入室内静放一昼夜后送入养护室内养护待补平材料强度不低于芯样强度时,方能进行抗压试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
11.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
灌砂法的试验步骤顺序排列ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
12.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
构造深度的步骤顺序排列ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
13.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
镀锌层盐雾性试验测得耐盐雾()时间ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
14.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
交通标线的颜色左侧()右侧()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
15.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
隧道应检测的项目是()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
16.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
隧道的两端照明是对称的()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
3.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
影响混凝土的强度因素()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
A水泥强度B水灰比C浆集比D集料特征ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
4.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
通过安定性试验检测一些有害成分,如(D)等对水泥在水化凝固过程中是否造成过量的体积变化ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
A Cao B Mgo C D三者皆有ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
3.根据通过百分率曲线得知,当矿料的颗粒级配愈接近抛物线,其密度越大(对)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
4.土样能搓成条状而不断裂的属于()土ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
5. =1.0时,土处于()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
6.下面有几处错误:ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
7.水泥胶砂强度判断是以六个数据剔除一个最大值和一个最小值,取四个数值为平均值(×)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
8.集料的任意一个角度长于筛孔的2.4倍即为针状()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
工程质量检验评分是以(分项工程)为单元的ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青针入度试验步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
如何制得水泥的胶砂试件ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
简述《土工试验规程》中土的有机质含量试验的步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
32.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
答:水泥安定性不良是由于水泥中某些有害成分造成的,如三氧化硫,水泥煅烧时残留的游离氧化镁或游离氧化钙目前采用的安定性检测方法只是针对游离氧化钙的影响ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
33.进行水泥安定性检测的试验方法?雷氏夹法(标准法),试饼法(代用法)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
1.5%含水率的砂200g,其质量为()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
A205 B205.2 C210 D210.2ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
2.显示沥青抗老化试验是那个试验测得(沥青蒸发损失试验)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
3.配合比设计的步骤()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
4.击实试验有干法和湿法,其正确的是()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
A干法的最大干密度不大于湿法最大干密度ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
B 干法的ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
不小于湿法 ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
C一样ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
DÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
5.低液限粘土(CLY)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
6.高液限粘土(CHE)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
7.集料的表观包括()ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
A 开口孔隙体积ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
B 闭口孔隙体积ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
C 毛体积ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
D 实体体积ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
8.蜡封法适用于吸水率大于2%的沥青混凝土试件以ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
(对)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
9.沥青混合料与水泥混凝土压碎值的测定方法是相同的(对)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
10.安定性可检测出(游离氧化钙)引起水泥体积变化ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粗集料进行压碎试验的操作步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
采用坍落度检测工作性的操作步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
土粒比重试验采用那些方法 p93ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
选择其中一种,写出具体步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
87.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粗集料筛分试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
88.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粗集料密度及吸水率试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
89.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粗集料含泥量试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
90.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青路面用粗集料针片状颗粒含量试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
91.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青路面用粗集料压碎值试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
92. ☆粗集料磨耗率试验方法及步骤(沥青用砼)ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
93.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粗集料磨光值试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
94.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
粗集料碱活性试验有哪几种试验方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
95.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
石料碱值试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
96.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
细集料筛分试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
97.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
细集料有机质含量试验方法ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
98. ☆细集料表观密度试验有几种方法。列举一种说出操作步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
99.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
细集料含泥量试验与泥块含量试验用仪器ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
100.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
细集料三氧化硫含量试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
101.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
矿粉亲水系数试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
102.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
沥青粘附性试验ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
103.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
土的工程分类ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
104. ☆素土含水量试验《公路土工试验规程》上列举了几种试验方法?各适用什么范围?列举一种试验方法的试验步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
105.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
土密度试验有哪些?各适用什么范围?ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
106.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
密度试验电动取土器法的试验步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
107.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
密度试验灌砂法的试验步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
108.ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
比重试验,比重瓶法的试验步骤ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ
ÔcI<Ø»ibbs.3c3t.comî÷8_7`ñ