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[试题] 最新200.10水运工程试验检测工程师结构模拟题 [复制链接]

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一、单项选择题Qü°nzãObbs.3c3t.com1é]²©®°¯’
   1、稠度是描述粘性土()的指标。Qü°nzãObbs.3c3t.com1é]²©®°¯’
    A、密实程度Qü°nzãObbs.3c3t.com1é]²©®°¯’
    B、软硬程度Qü°nzãObbs.3c3t.com1é]²©®°¯’
    C、可塑程度               Qü°nzãObbs.3c3t.com1é]²©®°¯’
    D、饱和程度Qü°nzãObbs.3c3t.com1é]²©®°¯’
  2、在击实实验中(  )。Qü°nzãObbs.3c3t.com1é]²©®°¯’
    A、土的干密度随着含水率的增加而增加Qü°nzãObbs.3c3t.com1é]²©®°¯’
    B、土的干密度随着含水率的增加而减少Qü°nzãObbs.3c3t.com1é]²©®°¯’
    C、土的干密度在某一含水率下达到最大值,其他含水率对应干密度较小Qü°nzãObbs.3c3t.com1é]²©®°¯’
  3、地基持力层承载力验算中,基础底面深处的荷载取()进行验算。Qü°nzãObbs.3c3t.com1é]²©®°¯’
    A、基底压力Qü°nzãObbs.3c3t.com1é]²©®°¯’
    B、基底深度处的土自重应力Qü°nzãObbs.3c3t.com1é]²©®°¯’
    C、基底深度处的土自重应力和基底压力之和Qü°nzãObbs.3c3t.com1é]²©®°¯’
    D、基底压力与基底深度处的土自重应力之差Qü°nzãObbs.3c3t.com1é]²©®°¯’
  4、根据载荷试验确定地基承载力时,P-S曲线开始不再保持线性关系时,表示地基土处于何种受力状态()。Qü°nzãObbs.3c3t.com1é]²©®°¯’
    A、弹性状态Qü°nzãObbs.3c3t.com1é]²©®°¯’
    B、整体剪切破坏状态Qü°nzãObbs.3c3t.com1é]²©®°¯’
    C、局部剪切状态Qü°nzãObbs.3c3t.com1é]²©®°¯’
    D、失稳状态         Qü°nzãObbs.3c3t.com1é]²©®°¯’
  5、已知砂土的天然孔隙比为eo.303,最大孔隙比emax0.762,最小孔隙Qü°nzãObbs.3c3t.com1é]²©®°¯’
emln0.114,则该砂土处于()状态。     Qü°nzãObbs.3c3t.com1é]²©®°¯’
    A、稍密Qü°nzãObbs.3c3t.com1é]²©®°¯’
    B、中密Qü°nzãObbs.3c3t.com1é]²©®°¯’
    C、松散Qü°nzãObbs.3c3t.com1é]²©®°¯’
D、密实Qü°nzãObbs.3c3t.com1é]²©®°¯’
6、土体抗剪强度指标为c、φ,则其剪切破坏时破裂面与大主应力作用面的夹角为()。          Qü°nzãObbs.3c3t.com1é]²©®°¯’
     Aaf=45°+φ/2Qü°nzãObbs.3c3t.com1é]²©®°¯’
     Baf=45°-φ/2                    Qü°nzãObbs.3c3t.com1é]²©®°¯’
     Caf=45°Qü°nzãObbs.3c3t.com1é]²©®°¯’
     Daf0°Qü°nzãObbs.3c3t.com1é]²©®°¯’
   7、评价粘性土的物理特征指标主要有()。Qü°nzãObbs.3c3t.com1é]²©®°¯’
     A、天然孔隙比e、最大孔隙比emax↓、最小孔隙比em1nQü°nzãObbs.3c3t.com1é]²©®°¯’
     B、最大干重度gdmax↓、压实系数1、最优含水率wopQü°nzãObbs.3c3t.com1é]²©®°¯’
     C、天然含水率w、液限wL↓ 、塑限wPQü°nzãObbs.3c3t.com1é]²©®°¯’
     D、不均匀系数Cu↓、曲率系数CcQü°nzãObbs.3c3t.com1é]²©®°¯’
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最后编辑asd123 最后编辑于 2009-10-01 19:34:16
本主题由 版主 asd123 于 2010/5/10 19:05:35 执行 提升/下沉主题 操作
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未觉池塘青草梦,阶前梧桐已秋声!没有等待的美丽,只有走出来的辉煌!
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有没有最新200.10公路工程试验检测工程师材料模拟题 ?Qü°nzãObbs.3c3t.com1é]²©®°¯’
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谢谢Qü°nzãObbs.3c3t.com1é]²©®°¯’
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看看

看看iQü°nzãObbs.3c3t.com1é]²©®°¯’
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5#

看看了Qü°nzãObbs.3c3t.com1é]²©®°¯’
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怎么不能下载(购买)Qü°nzãObbs.3c3t.com1é]²©®°¯’
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7#

看看了 不知道如何Qü°nzãObbs.3c3t.com1é]²©®°¯’
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8#

有公路的没?Qü°nzãObbs.3c3t.com1é]²©®°¯’
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有没有检测员的呢?Qü°nzãObbs.3c3t.com1é]²©®°¯’
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有没有答案先?Qü°nzãObbs.3c3t.com1é]²©®°¯’
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怎么没有答案呢Qü°nzãObbs.3c3t.com1é]²©®°¯’
wlh5164
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非常感谢

非常感谢Qü°nzãObbs.3c3t.com1é]²©®°¯’
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13#

楼主辛苦了Qü°nzãObbs.3c3t.com1é]²©®°¯’
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还行,谢了Qü°nzãObbs.3c3t.com1é]²©®°¯’
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没答案啊Qü°nzãObbs.3c3t.com1é]²©®°¯’
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没有答案啊Qü°nzãObbs.3c3t.com1é]²©®°¯’
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结构专业的参考书是???Qü°nzãObbs.3c3t.com1é]²©®°¯’
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要这么多金币呀?Qü°nzãObbs.3c3t.com1é]²©®°¯’
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没有答案啊?!不知道在哪里能够找到答案?!Qü°nzãObbs.3c3t.com1é]²©®°¯’
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谢谢!太及时了Qü°nzãObbs.3c3t.com1é]²©®°¯’
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21#

不错不错,支持Qü°nzãObbs.3c3t.com1é]²©®°¯’
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22#

这还是旧的模拟题呢,楼主有点不厚道Qü°nzãObbs.3c3t.com1é]²©®°¯’
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23#

资料太少Qü°nzãObbs.3c3t.com1é]²©®°¯’
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24#

下载来看看,谢谢了!Qü°nzãObbs.3c3t.com1é]²©®°¯’
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25#

怎么买不了Qü°nzãObbs.3c3t.com1é]²©®°¯’
玲玲
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26#

support~~~~~Qü°nzãObbs.3c3t.com1é]²©®°¯’
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27#

无钱啊~~~~~~~~~~~~Qü°nzãObbs.3c3t.com1é]²©®°¯’
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28#

可惜没答案Qü°nzãObbs.3c3t.com1é]²©®°¯’
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29#

好!Qü°nzãObbs.3c3t.com1é]²©®°¯’
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