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浙江试验工程师培训资料{路基路面} [复制链接]

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发表于 2006-10-17 22:33 |只看楼主

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楼主能否答案也发上来¯"BqaM‡²bbs.3c3t.comznÆðEñD²

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厚皮的牛
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晕!没答案¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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发表于 2006-12-04 09:03 |只看该用户

很好¯"BqaM‡²bbs.3c3t.comznÆðEñD²

[em01]¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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很好¯"BqaM‡²bbs.3c3t.comznÆðEñD²

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答案也发上来¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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现将部分答案上传.¯"BqaM‡²bbs.3c3t.comznÆðEñD²

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晕!没答案¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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发表于 2006-12-12 14:48 |只看该用户

土工试验检测》试题答案¯"BqaM‡²bbs.3c3t.comznÆðEñD²
        

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 ¯"BqaM‡²bbs.3c3t.comznÆðEñD²

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一、填空题¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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¯"BqaM‡²bbs.3c3t.comznÆðEñD²

1．一般情况下，土是由  土粒、空水和水              所组成的三相松散性。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       2．天然密度的定义是  土的质量与土的体积之比：ρ=m/V    。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       3．含水量的定义是  土中水的质量与土粒质量之比：Wo=mw/ms  。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       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  。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       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¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                和¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                土的结构   。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       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¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                粒径级配累积曲线再细分成若干亚类。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       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¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                ，多用¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                塑性指数或者液限加塑性指数¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                作为分类指标。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       8．界限含水量包括  液限和塑限      ，前者指¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                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   。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       9．击实试验目的是求¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                最佳含水量和最大干密度，而测试的是¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                击实后土的含水量和天然密度。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       10．直剪试验中剪切方法有¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                快剪、固结快剪、慢剪   。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       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）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                、压缩模量、先期固结压力¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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二、单项选择¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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1．土粒比重Gs的定义式为：A

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

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      A.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                            B.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                             C.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                           D.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    

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       2．干密度¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    的定义式为：B

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

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¯"BqaM‡²bbs.3c3t.comznÆðEñD²

         A.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                             B.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                             C.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                          D.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    

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       3．相对密度Dr的定义式为：A

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¯"BqaM‡²bbs.3c3t.comznÆðEñD²

      A.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                        B.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                        C.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                       D.

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       4．砾的成分代号为：C

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¯"BqaM‡²bbs.3c3t.comznÆðEñD²

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

         A.B         B.C           C.G          D.S

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       5．含石膏的含水量测试时，烘干温度为：A

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

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¯"BqaM‡²bbs.3c3t.comznÆðEñD²

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

     A.75℃～80℃                  B.65℃～70℃     

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¯"BqaM‡²bbs.3c3t.comznÆðEñD²

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

     C.105℃～110℃                D.110℃～120℃¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       6．含石膏的含水量测试时，烘干时间为：D

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¯"BqaM‡²bbs.3c3t.comznÆðEñD²

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         A.4小时       B.6小时         C.8小时      D.8小时以上¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

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       7．水泥稳定土的含水量测试时，烘箱温度开时为：D

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

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¯"BqaM‡²bbs.3c3t.comznÆðEñD²

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

         A.室温     B.65℃～70℃     C.75℃～80℃    D.105℃～110℃¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

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       8．含水量低于缩限时，水分蒸发时土的体积为：A

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      A.不再缩小      B.缩小      C.增大          D.不详¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       9．液塑限联合测定义测试数据表示在         图形上。C

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         A.h～¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                             B.lgh～¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                        C.lgh～lg¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                         D.h-lg¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    

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       10．直剪试验的目的是测定：B

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         A.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                              B.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    ，¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                          C.T，N        D.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    

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¯"BqaM‡²bbs.3c3t.comznÆðEñD²

       11．击实试验的目的是测定：A

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

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¯"BqaM‡²bbs.3c3t.comznÆðEñD²

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

         A.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    op    B.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                           C.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                          D.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    

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       12．直剪试验得到的库仑公式是：C

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         A.F=fN+C     B.F=fN     C.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                       D.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    

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       13.压缩试验中在什么曲线上确定先期固结压力Pc。B

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         A.e～p        B.e～¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    gp曲线      C. ge～¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    gp曲线   D.h-lg¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    

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       14．EDTA二钠名称为：B

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     A.氯化钠¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                   B.乙二胺四乙酸二钠    C.氢氧化钠   D.酒石酸钾钠¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       15．压缩试验中，稳定标准时间是：B

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      A.12小时        B.24小时       C.48小时       D.一周以上¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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    16．标准贯入试验中，标准贯入装置锤重为：C

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      A.4.5kg          B.2.5kg         C.63.5kg        D.100g¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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    17.静力触探试验中单桥静力触探头可测得：A

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      A.比贯入阻力    B.锥尖阻力     C.侧摩阻力      D.粘聚力¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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    18．土的压缩试验中试样体积的变化是：C

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      A.空气体积压缩                  B.水体积压缩  

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      C.孔隙体积的减小                D.土颗粒体积压缩¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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     19．击实试验中，至少应制备的不同含水量试样为：C

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      A.3个           B.4个         C.5个        D.6个¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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     20．土粒比重的单位是：C

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          A.KN/m3        B.kg/m3        C.无          D.KPa

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ABACA  DDACB  ACBBB  CACCC

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三、多项选择题¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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1．试验数据表达在笛卡尔直角坐标上的试验有：ABC

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A.击实试验            B.压缩试验¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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C.剪切试验            D.液塑限试验¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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2．试验数据表达在一级对数坐标系上的试验有：AB

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A.颗粒级配            B.压缩试验¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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C.剪切试验            D.液塑限试验¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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3．土工原位测试试验有：CD

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A.击实试验            B.压缩试验¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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C.十字板剪切试验      D.标准贯入试验¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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4．土的压缩性表现在那些方面：ABC

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A.空气排出            B.水排出¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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C.空气压缩            D.土颗粒压缩¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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5．压缩试验曲线表达在：AD

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A.e～p                B.lge～p

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C.lge～lgp             D.e～lgp

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6．液限测定方法有：ABC

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A.联合测定法          B.圆锥仪法¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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C.碟式仪法            D.搓条法¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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7．塑限测定方法有：AD

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A.联合测定法          B.圆锥仪法¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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C.碟式仪法            D.搓条法¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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8．含水量的测试方法有：ABCD

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   A.烘干法              B.酒精燃烧法¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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   C.碳化钙气压法        D.比重法¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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            9. 密度的测试方法有：ABD

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  A.环刀法                   B.腊封法¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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  C.比重法                   D.灌砂法¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       10．原位测试中强度的测试方法有：ABC

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         A.静力触探试验             B.旁压试验¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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      C.平板载荷试验            C.钻孔波速试验¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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四、判断题（对的打“√”，错的打“×”）7、15～20“√”¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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1．不规则土样可以用环刀法测定其天然密度。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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2．土的含水量是土中水的质量与土的质量之比。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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3．含石膏土土样的含水量测试方法与其它土样一样。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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4．压缩系数在△h～△p曲线上求得。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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5．压缩指数在△e～△p曲线上求得。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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6．CHS为含砾低液限粉土。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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7．水析法适用于0.074mm～0.002mm粒径的土。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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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。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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9．搓条法中只要土体断裂，此时含水量就是塑限含水量。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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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。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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11．土的压缩性表现的是水的排出。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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12．EDTA滴定试验每个样品搅拌的时间，速度和方式可不一样。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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13．直剪试验中，不同试验方法测得的¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    、C值相等。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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14．同一土体在不同击实功的条件下，其最大干密度不变。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       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。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       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。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       17．压缩试验是研究土体一维变形特性的测试方法。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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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。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       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。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       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。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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7、15～20“√”其余错¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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五、简答题¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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1．界限含水量的测定有哪些应用。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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2．如何从累计曲线上判断级配的好坏。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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3．简述EDTA滴定法。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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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¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    -¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                    坐标系上表示出来。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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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。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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  二、单项选择¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        1．对于坚硬易碎的粘性土，欲求其天然密度宜采用    b       。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       a.环刀法        b.灌砂法          c.蜡封法     d.灌水法¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        2．受表面张力作用而在土层中运动的水是    b       。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       a.化学结晶水     b.毛细水；       c.重力水      d.结合水¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        3．测定水泥稳定土的含水量时要在    b       条件下烘干。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       a.先放入烘箱同时升温到105°～110° 

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       b.提前升温至105°～110°¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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       c.先放入烘箱同时升温到75°～80°¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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       d.¯"BqaM‡²bbs.3c3t.comznÆðEñD²
        提前升温至75°～80°¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        4．已知某土层的Pc>PZ（Pc为先期固结压力，Pz为土的自重）判断该土层属于     c      状态。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       a.正常固结      b.欠固结       c.超固结     d.a、b、c都不是¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        5．土的缩限含水量是指    b        的界限含水量。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       a.塑态转为流态         b.半固态转固态       ¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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       c.塑态转固态           d.半固态转塑态¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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5．零填及路堑路床在高速公路中最小强度CBR（%）值为  c    。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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   a.10           b.6           c.8         d.5

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        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    。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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          a.6mm          b.8mm       c.15mm       d.10mm¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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        8．土的压缩主要是    c      的减小。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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          a.含水量     b.土的比重      c.土的孔隙体积    d.固体颗粒¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        9．反应软粘土原状结构强度的指标是   a         。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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          a.灵敏度     b.内摩擦角      c.内聚力       d.粒径大小¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        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      。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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      a.固结快剪    b.快剪          c.慢剪        d.固结快剪和快剪¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        11．含水量测试时，求得土中水的百分含量是        c           。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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         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¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        12．界限含水量可以    b           。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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         a.评价各种土的状态           b.评价粘性土的状态 

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      c.评价砂性土的状态          d.评价砾类土的状态¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        13．界限含水量测试时    b     。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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      a.考虑土的结构              b.未考虑土的结构 

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      c.无法确定土的结构          d.考虑不考虑土的结构都行¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        14．相对密度是用来评价    c         土的密实状态。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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       a.各种      b.粘性          c.砂性         d.砾类¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        15．环刀法可以测定   a        土的密度¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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          a.细粒          b.粗粒          c.坚硬        d.各种¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        16．酒精燃烧法测定含水量需燃烧试样的次数为     a    。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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          a.3次           b.5次¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                         c.2次        d.4次¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        17．灌砂法测定土的密度之前，要求标定的内容有    c        。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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     a.一项            b.两项           c.三项         d.四项¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        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         。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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      a.相同                           b.干法ρdmax不小于湿法ρdmax¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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      c.干法ρdmax不大于湿法ρdmax¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                       d.不一定¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        19．击实试验结果整理时，若有超粒径的土颗粒，则   b       。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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     a.均可按照规范的公式修正¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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     b.超粒径百分含量小于30%可以按规范公式修正¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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     c.不需进行修正¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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     d.修正不修正都可以¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        20．密度测定求算术平均值时，其平行差值不得大于   c        。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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         a.0.01g/cm3     b.0.02g/cm3        c.0.03g/cm3       d.0.04g/cm3¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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三、多项选择题¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        1．土可能是由   ab       相体组成的。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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      a.三相体         b.两相体      c.四相体        d.单相体¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        2．土的三相体比例指标中，可直接测出的指标有    cd      。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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         a.土的干密度    b.孔隙比    c.土的密度和土粒密度  d.含水量¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        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       。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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      a.75℃           b.100℃           c.105℃        d.65℃¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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     4．利用灌砂法测定土的密度前，需要标定    bc       。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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       a.砂的含水量                b.砂子密度及标定罐体积    ¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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      c.灌砂筒锥形体砂重          d.环刀的体积¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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     5．界限含水量的测定可评价    bc       。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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      a.各种土的状态              b.粘性土的状态¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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      c.土的塑性范围的大小        d.粘性土的结构¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        6．相对密度指标    cd        。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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      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¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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      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¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        7．土级配情况的评价指标有   bc          。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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         a.土粒直径                   b.不均匀系数¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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     c.曲率系数                    c.a、b、c都不是¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        8．土颗粒分析的方法有   bc        。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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         a.比重计法       b.筛分法     c.沉降法        d.移液管法¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        9．剪切试验所得土的强度指标，可以   ab          。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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         a.估算地基承载力           b.评价土体稳定性¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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     c.评价土的状态             d.计算地基的沉降量¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        10．无侧限抗压强度试验是按预定干密度用   a     或    c   。.

¯"BqaM‡²bbs.3c3t.comznÆðEñD²

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      a.静压法     b.自然沉降     c.锤击法     d.a、b、c三种都不是¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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四、判断题¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                

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¯"BqaM‡²bbs.3c3t.comznÆðEñD²

    1．土的液限含水量是表示土的界限含水量的唯一指标。（¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                x   ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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2．直剪试验方法分为快剪、固结快剪及慢剪三种。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            （¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                v   ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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3．测定土的含水量就是测土中自由水的百分含量。（¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                v   ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        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  ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        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。（¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                v   ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        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    ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        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  ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        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。（¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                v   ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        9．土的物理性质指标是衡量土的工程性质的关键。（  x  ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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    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。（¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                x  ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        11．测试含水量时，酒精燃烧法在任何情况下都是适用的。（  x  ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        12．影响击实效果的主要因素只有含水量。（    x）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        13．做击实试验时，击实筒可以放在任何地基上。（¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                x   ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        14．工程试验检测原始记录一般用铅笔填写。（  x  ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        15．土中的空气体积为零时，土的密度最大。（  x  ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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    16．环刀法适用于测定粗粒土的密度。（  x  ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        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 ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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    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。（¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                x  ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        19．塑性指数是指各种土的塑性范围大小的指标。（x    ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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 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。（¯"BqaM‡²bbs.3c3t.comznÆðEñD²
                x   ）¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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五、简答题¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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    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。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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    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。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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    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。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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    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？¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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        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。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
            

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LT19710603
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  • 工程师
  • 445
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  • 2006-08-28
积极奉献者宣传大使勋章忠诚勋章论坛元老
9#
t T
发表于 2006-12-13 20:18 |只看该用户

谢谢楼主！¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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wangjing123
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  • 助理工程师
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  • 2006-12-01
10#
t T
发表于 2006-12-14 13:28 |只看该用户

谢谢楼主 我下载了¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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重重
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11#
t T
发表于 2006-12-21 15:59 |只看该用户

我也参加了浙江的培训，总体感觉还是可以的。上面版主发过来的是土工试验方面的题目，这部分题目在浙江的试验工程师基础考试里有近30分以上，所以掌握这部分对于想考证的同行来说非常有用。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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重重
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  • 新注册
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  • 2006-11-14
12#
t T
发表于 2006-12-21 16:00 |只看该用户

我也参加了浙江的培训，总体感觉还是可以的。上面版主发过来的是土工试验方面的题目，这部分题目在浙江的试验工程师基础考试里有近30分以上，所以掌握这部分对于想考证的同行来说非常有用。¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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dzy555
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  • 爱心志愿者
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  • 2006-12-10
积极奉献者荣誉版主公益讲师爱心志愿者
13#
t T
发表于 2006-12-22 09:28 |只看该用户

thanks¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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yang_jm2006
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  • 高级工程师
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  • 2006-08-12
14#
t T
发表于 2007-01-05 09:22 |只看该用户

答案在那里！¯"BqaM‡²bbs.3c3t.comznÆðEñD²

¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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realzhang1982
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  • 新注册
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15#
t T
发表于 2007-05-18 22:50 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

是好东西啊，谢谢¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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pop143789
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  • 技术员
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  • 2007-03-18
16#
t T
发表于 2007-05-22 11:32 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

hhhhhhh¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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133221144
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  • 爱心志愿者
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  • 2007-05-30
17#
t T
发表于 2007-05-31 10:07 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

浙江试验工程师培训资料{路基路面}¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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zhaoxi19971997
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t T
发表于 2007-05-31 15:50 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

谢谢楼主！¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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fbl111
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t T
发表于 2007-06-04 14:04 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

谢了,多发一点¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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蛐蛐
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t T
发表于 2007-06-06 23:14 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

谢谢！对复习很好¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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w7810zq
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w7810zq

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t T
发表于 2007-06-16 09:20 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

谢谢楼主¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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320521
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奉献勋章检测工程师勋章
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t T
发表于 2009-03-05 06:41 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

谢楼主 我下载了¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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gjn_0123
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t T
发表于 2009-03-05 13:28 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

谢谢¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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grskoko
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t T
发表于 2009-03-05 22:36 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

辛苦了¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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where23304120
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t T
发表于 2009-04-27 21:25 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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dongwu005
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t T
发表于 2009-04-27 21:48 |只看该用户

回复 1F 静若 的帖子

没答案吗¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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junqiu1014
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t T
发表于 2009-04-28 19:34 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

謝謝¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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柳寻花
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t T
发表于 2009-04-29 17:23 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

太好了 实在感谢¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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zwdj
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t T
发表于 2009-05-01 15:08 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

谢谢¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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jiuxiang
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t T
发表于 2009-05-04 15:17 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

terte¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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withme
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t T
发表于 2009-05-04 18:04 |只看该用户

回复：浙江试验工程师培训资料{路基路面}

¯"BqaM‡²bbs.3c3t.comznÆðEñD²
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