试验检测工程师考试资料-现场检测 [复制链接]

《土工试验检测》试题答案ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
一、填空题ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
1．一般情况下，土是由  土粒、空水和水              所组成的三相松散性。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       2．天然密度的定义是  土的质量与土的体积之比：ρ=m/V    。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       3．含水量的定义是  土中水的质量与土粒质量之比：Wo=mw/ms  。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       4．孔隙比的定义是    土中孔隙的体积与土粒的体积之比：e=Vv/Vs  。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       5．影响土的工程性质的三个主要因素是   土的三相组成   、土的物理状态ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                和ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                土的结构   。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       6．粗粒土的工程性质在很大程度上取决于   土的颗粒级配                可按ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                粒径级配累积曲线再细分成若干亚类。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       7．细粒土的工程性质取决于   土的粒径级配、土粒的矿物成份和形状ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                ，多用ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                塑性指数或者液限加塑性指数ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                作为分类指标。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       8．界限含水量包括  液限和塑限      ，前者指ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                土可塑状态的上限含水量  ，后者指  土可塑状态的下限含水量   。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       9．击实试验目的是求ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                最佳含水量和最大干密度，而测试的是ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                击实后土的含水量和天然密度。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       10．直剪试验中剪切方法有ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                快剪、固结快剪、慢剪   。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       11．压缩试验中常用的压缩试验指标包括压缩系数（压缩指数）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                、压缩模量、先期固结压力ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
二、单项选择ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
1．土粒比重Gs的定义式为：Aϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      A.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                                B.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                                 C.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                               D.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       2．干密度ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        的定义式为：Bϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         A.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                                 B.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                                 C.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                              D.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       3．相对密度Dr的定义式为：Aϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      A.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                            B.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                            C.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                           D. ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       4．砾的成分代号为：Cϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         A.B         B.C           C.G          D.Sϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       5．含石膏的含水量测试时，烘干温度为：Aϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     A.75℃～80℃                  B.65℃～70℃      Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     C.105℃～110℃                D.110℃～120℃ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       6．含石膏的含水量测试时，烘干时间为：Dϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         A.4小时       B.6小时         C.8小时      D.8小时以上ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       7．水泥稳定土的含水量测试时，烘箱温度开时为：Dϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         A.室温     B.65℃～70℃     C.75℃～80℃    D.105℃～110℃ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       8．含水量低于缩限时，水分蒸发时土的体积为：Aϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      A.不再缩小      B.缩小      C.增大          D.不详ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       9．液塑限联合测定义测试数据表示在         图形上。Cϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         A.h～ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                                 B.lgh～ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                            C.lgh～lgϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                             D.h-lgϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       10．直剪试验的目的是测定：Bϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         A.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                                  B.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        ，ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                              C.T，N        D.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       11．击实试验的目的是测定：Aϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         A.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        op    B.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                               C.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                              D.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       12．直剪试验得到的库仑公式是：Cϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         A.F=fN+C     B.F=fN     C.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                           D.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       13.压缩试验中在什么曲线上确定先期固结压力Pc。Bϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         A.e～p        B.e～ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        gp曲线      C. ge～ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        gp曲线   D.h-lgϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       14．EDTA二钠名称为：Bϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     A.氯化钠ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                   B.乙二胺四乙酸二钠    C.氢氧化钠   D.酒石酸钾钠ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       15．压缩试验中，稳定标准时间是：Bϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      A.12小时        B.24小时       C.48小时       D.一周以上ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
    16．标准贯入试验中，标准贯入装置锤重为：Cϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      A.4.5kg          B.2.5kg         C.63.5kg        D.100gϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
    17.静力触探试验中单桥静力触探头可测得：Aϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      A.比贯入阻力    B.锥尖阻力     C.侧摩阻力      D.粘聚力ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
    18．土的压缩试验中试样体积的变化是：Cϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      A.空气体积压缩                  B.水体积压缩   ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      C.孔隙体积的减小                D.土颗粒体积压缩ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     19．击实试验中，至少应制备的不同含水量试样为：Cϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      A.3个           B.4个         C.5个        D.6个ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     20．土粒比重的单位是：Cϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
          A.KN/m3        B.kg/m3        C.无          D.KPaϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ABACA  DDACB  ACBBB  CACCCϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
三、多项选择题ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
1．试验数据表达在笛卡尔直角坐标上的试验有：ABCϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
A.击实试验            B.压缩试验ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
C.剪切试验            D.液塑限试验ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
2．试验数据表达在一级对数坐标系上的试验有：ABϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
A.颗粒级配            B.压缩试验ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
C.剪切试验            D.液塑限试验ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
3．土工原位测试试验有：CDϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
A.击实试验            B.压缩试验ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
C.十字板剪切试验      D.标准贯入试验ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
4．土的压缩性表现在那些方面：ABCϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
A.空气排出            B.水排出ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
C.空气压缩            D.土颗粒压缩ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
5．压缩试验曲线表达在：ADϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
A.e～p                B.lge～pϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
C.lge～lgp             D.e～lgpϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
6．液限测定方法有：ABCϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
A.联合测定法          B.圆锥仪法ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
C.碟式仪法            D.搓条法ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
7．塑限测定方法有：ADϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
A.联合测定法          B.圆锥仪法ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
C.碟式仪法            D.搓条法ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
8．含水量的测试方法有：ABCDϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
   A.烘干法              B.酒精燃烧法ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
   C.碳化钙气压法        D.比重法ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
            9. 密度的测试方法有：ABDϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
  A.环刀法                   B.腊封法ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
  C.比重法                   D.灌砂法ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       10．原位测试中强度的测试方法有：ABCϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         A.静力触探试验             B.旁压试验ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      C.平板载荷试验            C.钻孔波速试验ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
四、判断题（对的打“√”，错的打“×”）7、15～20“√”ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
1．不规则土样可以用环刀法测定其天然密度。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
2．土的含水量是土中水的质量与土的质量之比。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
3．含石膏土土样的含水量测试方法与其它土样一样。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
4．压缩系数在△h～△p曲线上求得。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
5．压缩指数在△e～△p曲线上求得。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
6．CHS为含砾低液限粉土。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
7．水析法适用于0.074mm～0.002mm粒径的土。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
8．液塑限联合测定液限后，无论对细粒土还是粗粒土其计算入土深度的公式是一样的。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
9．搓条法中只要土体断裂，此时含水量就是塑限含水量。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
10．使用EDTA滴定法测定水泥或石灰剂量时所用的标准曲线是上级发的。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
11．土的压缩性表现的是水的排出。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
12．EDTA滴定试验每个样品搅拌的时间，速度和方式可不一样。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
13．直剪试验中，不同试验方法测得的ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        、C值相等。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
14．同一土体在不同击实功的条件下，其最大干密度不变。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       15．标准贯入试验是根据贯入的难易程度来判定土的物理力学性质。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       16．直剪试验中慢剪试验方法是指：先使试样在法向压力作用下完全固结，然后慢速施加水平剪力直至土样破坏。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       17．压缩试验是研究土体一维变形特性的测试方法。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
18．压缩试验中土的压缩主要是孔隙体积的减小，所以关于土的压缩变形常以其孔隙比的变化来表示，试验资料整理为e～p曲线或e～lgp曲线。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       19．十字板剪切试验是直接在原位应力条件下测定土的抗剪强度。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       20．击实试验利用标准化的击实仪具，试验土的密度和相应的含水量的关系，用来模拟现场施工条件下，获得路基土压实的最大干密度和相应的最佳含水量。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
7、15～20“√”其余错ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
五、简答题ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
1．界限含水量的测定有哪些应用。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
2．如何从累计曲线上判断级配的好坏。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
3．简述EDTA滴定法。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
4．直剪试验的目的是什么？土的抗剪强度指标有几个：抗剪强度如何表达？对砂土、粘土在ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        -ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                        坐标系上表示出来。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
5．土由三相组成，画出三相图来，并写出各相之间的比例关系所表达的土的物理性质指标。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
  二、单项选择ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        1．对于坚硬易碎的粘性土，欲求其天然密度宜采用    b       。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       a.环刀法        b.灌砂法          c.蜡封法     d.灌水法ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        2．受表面张力作用而在土层中运动的水是    b       。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       a.化学结晶水     b.毛细水；       c.重力水      d.结合水ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        3．测定水泥稳定土的含水量时要在    b       条件下烘干。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       a.先放入烘箱同时升温到105°～110°  Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       b.提前升温至105°～110°Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       c.先放入烘箱同时升温到75°～80°Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       d.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        提前升温至75°～80°Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        4．已知某土层的Pc>Z（Pc为先期固结压力，Pz为土的自重）判断该土层属于     c      状态。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       a.正常固结      b.欠固结       c.超固结     d.a、b、c都不是ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        5．土的缩限含水量是指    b        的界限含水量。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       a.塑态转为流态         b.半固态转固态       ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       c.塑态转固态           d.半固态转塑态ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
5．零填及路堑路床在高速公路中最小强度CBR（%）值为  c    。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
   a.10           b.6           c.8         d.5ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        7．其它等级公路上路床填料最小强度CBR（%）值为6时，填料最大粒径为      d    。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
          a.6mm          b.8mm       c.15mm       d.10mmϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        8．土的压缩主要是    c      的减小。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
          a.含水量     b.土的比重      c.土的孔隙体积    d.固体颗粒ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        9．反应软粘土原状结构强度的指标是   a         。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
          a.灵敏度     b.内摩擦角      c.内聚力       d.粒径大小ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        10．某路基填土施工建筑速度快，土层排水不良，欲验算其稳定性，C、φ指标应采用     b      。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      a.固结快剪    b.快剪          c.慢剪        d.固结快剪和快剪ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        11．含水量测试时，求得土中水的百分含量是        c           。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         a.弱结合水   b.强结合水   c.自由水和部分结合水   d.化学结合水ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        12．界限含水量可以    b           。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         a.评价各种土的状态           b.评价粘性土的状态  Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      c.评价砂性土的状态          d.评价砾类土的状态ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        13．界限含水量测试时    b     。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      a.考虑土的结构              b.未考虑土的结构  Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      c.无法确定土的结构          d.考虑不考虑土的结构都行ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        14．相对密度是用来评价    c         土的密实状态。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       a.各种      b.粘性          c.砂性         d.砾类ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        15．环刀法可以测定   a        土的密度ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
          a.细粒          b.粗粒          c.坚硬        d.各种ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        16．酒精燃烧法测定含水量需燃烧试样的次数为     a    。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
          a.3次           b.5次ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                         c.2次        d.4次ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        17．灌砂法测定土的密度之前，要求标定的内容有    c        。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     a.一项            b.两项           c.三项         d.四项ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        18．击实试验试样制备干法和湿法两种，两种制样所得击实结果应该   b         。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      a.相同                           b.干法ρdmax不小于湿法ρdmaxϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      c.干法ρdmax不大于湿法ρdmaxϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                       d.不一定ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        19．击实试验结果整理时，若有超粒径的土颗粒，则   b       。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     a.均可按照规范的公式修正ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     b.超粒径百分含量小于30%可以按规范公式修正ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     c.不需进行修正ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     d.修正不修正都可以ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        20．密度测定求算术平均值时，其平行差值不得大于   c        。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         a.0.01g/cm3     b.0.02g/cm3        c.0.03g/cm3       d.0.04g/cm3ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
三、多项选择题ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        1．土可能是由   ab       相体组成的。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      a.三相体         b.两相体      c.四相体        d.单相体ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        2．土的三相体比例指标中，可直接测出的指标有    cd      。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         a.土的干密度    b.孔隙比    c.土的密度和土粒密度  d.含水量ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        3．测含有石膏和有机能质土的含水量时，烘箱的温度可采用       。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      a.75℃           b.100℃           c.105℃        d.65℃ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     4．利用灌砂法测定土的密度前，需要标定    bc       。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
       a.砂的含水量                b.砂子密度及标定罐体积    Ï›3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      c.灌砂筒锥形体砂重          d.环刀的体积ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     5．界限含水量的测定可评价    bc       。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      a.各种土的状态              b.粘性土的状态ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      c.土的塑性范围的大小        d.粘性土的结构ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        6．相对密度指标    cd        。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      a.可以评价各种土的密实状态     b.可以评价粘性土的密实状态ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      c.可以评价砂性土的密实状态     d.目前仍不能在工程中广泛应用ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        7．土级配情况的评价指标有   bc          。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         a.土粒直径                   b.不均匀系数ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     c.曲率系数                    c.a、b、c都不是ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        8．土颗粒分析的方法有   bc        。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         a.比重计法       b.筛分法     c.沉降法        d.移液管法ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        9．剪切试验所得土的强度指标，可以   ab          。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
         a.估算地基承载力           b.评价土体稳定性ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
     c.评价土的状态             d.计算地基的沉降量ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        10．无侧限抗压强度试验是按预定干密度用   a     或    c   。.ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
      a.静压法     b.自然沉降     c.锤击法     d.a、b、c三种都不是ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
四、判断题ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
    1．土的液限含水量是表示土的界限含水量的唯一指标。（ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                x   ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
2．直剪试验方法分为快剪、固结快剪及慢剪三种。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
            （ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                v   ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
3．测定土的含水量就是测土中自由水的百分含量。（ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                v   ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        4．对于疏松的砂和含水量大的软粘土抗剪强度的破坏标准是以15%的应变量相应的应力。（  x  ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        5．塑性图是以液限含水量为横坐标，塑性指数为纵坐标，对细粒土进行工程工程分类的图。（ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                v   ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        6．颗粒分析试验是为测得土中不同粒组的相对百分比含量。（v    ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        7．击实试验的原理与压缩试验的原理一样都是土体受到压密。（  x  ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        8．一般对粘性土地基用液性指数和天然孔隙比确定地基的容许承载力。（ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                v   ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        9．土的物理性质指标是衡量土的工程性质的关键。（  x  ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
    10．对细粒组质量超过5%～15%的砂类土的分类应考虑塑性指数和粒度成分。（ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                x  ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        11．测试含水量时，酒精燃烧法在任何情况下都是适用的。（  x  ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        12．影响击实效果的主要因素只有含水量。（    x）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        13．做击实试验时，击实筒可以放在任何地基上。（ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                x   ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        14．工程试验检测原始记录一般用铅笔填写。（  x  ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        15．土中的空气体积为零时，土的密度最大。（  x  ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
    16．环刀法适用于测定粗粒土的密度。（  x  ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        17．用比重计法对土进行颗粒分析时，悬液配置过程中必须加六偏磷酸钠。（  x ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
    18．相对密度是一种最科学、合理地评价粗粒土状态的方法，所以工程上总是采用该指标评价粗粒土的状态。（ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                x  ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        19．塑性指数是指各种土的塑性范围大小的指标。（x    ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
20．工土试验时，所取试样质量越大越好，否则试样就不具有代表性。（ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
                x   ）ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
五、简答题ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
    1．试说明直剪试验的目的和意义，写出库仑定律的表达式，并指出强度指标。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
    2．简述击实试验的目的和意义，并说明击实试验的注意事项。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
    3．颗粒分析的目的和意义是什么？工程上常采用哪些方法进行颗粒分析？说明这些方法的适用范围，并写出评价级配情况的指标。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
    4．土的密度在工程上有哪些应用？并说明公路上常用的现场测试的方法有哪些？ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
        5．公路上常用的测试含水量的方法有哪些？并说明这些方法各自的适用范围。ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
ϛ3_ å.´™bbs.3c3t.com¤X'LBçv
好好,我要了ϛ3_ å.´™bbs.3c3t.com¤X'LBçv