东大22年10月《土力学与地基基础二》在线平时作业1非答案

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答案来源：www.ybaotk.com土力学与地基基础(二)X《土力学与地基基础(二)》在线平时作业1


1.[单选题] 压缩系数α1-2的下标l—2的含义是


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说明


    A.l表示自重应力，2表示附加应力


    B.压应力从lMPa增加到2MFa


    C.压应力从100kPa增加到200kPa


    D.无特定含义，仅是个符号而已


    答:——C——


2.[单选题] 对正常固结饱和粘性土进行固结不排水试验，得到总应力破坏包线的倾角为φcu，有效应力破坏包线的倾角为φ’，则φ’与φcu的大小关系是


    A.φ’>φcu


    B.φ’φcu


    C.φ’=φcu


    D.无法确定


    答:——A——


3.[单选题] 混凝土预制桩的优点在于（    ）。


    A.桩身质量较易保证


    B.直径大


    C.对周围环境影响小


    D.适用于所有土层


    答:——A——


4.[单选题] <span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">由某土的颗粒级配曲线获得<img height="30" width="64" alt="" src="http://file.open.com.cn/ItemDB/65688/aabfad86-b4ae-4711-addf-d35a9968fd9e/201032113517373.jpg" /></span><span lang="EN-US" style="FONT-SIZE: 10.5pt; FONT-FAMILY: 'Times New Roman'; mso-bidi-font-size: 12.0pt; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA; mso-fareast-font-family: 宋体"><span style="POSITION: relative; TOP: 6pt; mso-text-raise: -6.0pt"><v:shapetype id="_x0000_t75" stroked="f" filled="f" path="m@4@5l@4@11@9@11@9@5xe" o:preferrelative="t" o:spt="75" coordsize="21600,21600"> <v:stroke joinstyle="miter"></v:stroke><v:formulas><v:f eqn="if lineDrawn pixelLineWidth 0"></v:f><v:f eqn="sum @0 1 0"></v:f><v:f eqn="sum 0 0 @1"></v:f><v:f eqn="prod @2 1 2"></v:f><v:f eqn="prod @3 21600 pixelWidth"></v:f><v:f eqn="prod @3 21600 pixelHeight"></v:f><v:f eqn="sum @0 0 1"></v:f><v:f eqn="prod @6 1 2"></v:f><v:f eqn="prod @7 21600 pixelWidth"></v:f><v:f eqn="sum @8 21600 0"></v:f><v:f eqn="prod @7 21600 pixelHeight"></v:f><v:f eqn="sum @10 21600 0"></v:f></v:formulas><v:path o:connecttype="rect" gradientshapeok="t" o:extrusionok="f"></v:path><o:lock aspectratio="t" v:ext="edit"></o:lock></v:shapetype></span></span><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-bidi-font-size: 12.0pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">，</span><span lang="EN-US" style="FONT-SIZE: 10.5pt; FONT-FAMILY: 'Times New Roman'; mso-bidi-font-size: 12.0pt; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA; mso-fareast-font-family: 宋体"><span style="POSITION: relative; TOP: 6pt; mso-text-raise: -6.0pt"></span></span><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-bidi-font-size: 12.0pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA"><img height="24" width="77" alt="" src="http://file.open.com.cn/ItemDB/65688/aabfad86-b4ae-4711-addf-d35a9968fd9e/201032113534218.jpg" />，则该土的不均匀系数</span><span lang="EN-US" style="FONT-SIZE: 10.5pt; FONT-FAMILY: 'Times New Roman'; mso-bidi-font-size: 12.0pt; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA; mso-fareast-font-family: 宋体">Cu</span><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-bidi-font-size: 12.0pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">为</span>


    A.50%


    B.6


    C.155


    D.10.935


    答:————


5.[单选题] 根据有效应力原理，只要（    ）发生变化，土体强度就发生变化


    A.总应力


    B.有效应力


    C.附加应力


    D.自重应力


    答:————


6.[单选题] 淤泥的孔隙比（    ）。


    A.等于1.0


    B.大于1.0


    C.等于1.5


    D.大于1.5


    答:————


7.[单选题] 群桩基础中的单桩称为（    ）。


    A.单桩基础


    B.桩基


    C.复合桩基


    D.基桩


    答:————


8.[单选题] <span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-bidi-font-size: 12.0pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">已知某种土的密度</span><span lang="EN-US" style="FONT-SIZE: 10.5pt; FONT-FAMILY: 'Times New Roman'; mso-bidi-font-size: 12.0pt; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA; mso-fareast-font-family: 宋体"><span style="POSITION: relative; TOP: 5pt; mso-text-raise: -5.0pt"><v:shapetype id="_x0000_t75" stroked="f" filled="f" path="m@4@5l@4@11@9@11@9@5xe" o:preferrelative="t" o:spt="75" coordsize="21600,21600"> <img height="30" width="90" alt="" src="http://file.open.com.cn/ItemDB/65688/6beb1d55-13d9-4a8d-9229-382bca78b2a9/201032113176251.jpg" /><v:stroke joinstyle="miter"></v:stroke><v:formulas><v:f eqn="if lineDrawn pixelLineWidth 0"></v:f><v:f eqn="sum @0 1 0"></v:f><v:f eqn="sum 0 0 @1"></v:f><v:f eqn="prod @2 1 2"></v:f><v:f eqn="prod @3 21600 pixelWidth"></v:f><v:f eqn="prod @3 21600 pixelHeight"></v:f><v:f eqn="sum @0 0 1"></v:f><v:f eqn="prod @6 1 2"></v:f><v:f eqn="prod @7 21600 pixelWidth"></v:f><v:f eqn="sum @8 21600 0"></v:f><v:f eqn="prod @7 21600 pixelHeight"></v:f><v:f eqn="sum @10 21600 0"></v:f></v:formulas><v:path o:connecttype="rect" gradientshapeok="t" o:extrusionok="f"></v:path><o:lock aspectratio="t" v:ext="edit"></o:lock></v:shapetype></span></span><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-bidi-font-size: 12.0pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">，土粒相对密度</span><span lang="EN-US" style="FONT-SIZE: 10.5pt; FONT-FAMILY: 'Times New Roman'; mso-bidi-font-size: 12.0pt; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA; mso-fareast-font-family: 宋体"><span style="POSITION: relative; TOP: 6pt; mso-text-raise: -6.0pt"><img height="27" width="66" alt="" src="http://file.open.com.cn/ItemDB/65688/6beb1d55-13d9-4a8d-9229-382bca78b2a9/2010321131718376.jpg" /></span></span><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-bidi-font-size: 12.0pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">，土的含水量</span><span lang="EN-US" style="FONT-SIZE: 10.5pt; FONT-FAMILY: 'Times New Roman'; mso-bidi-font-size: 12.0pt; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA; mso-fareast-font-family: 宋体"><span style="POSITION: relative; TOP: 3pt; mso-text-raise: -3.0pt"><img height="27" width="72" alt="" src="http://file.open.com.cn/ItemDB/65688/6beb1d55-13d9-4a8d-9229-382bca78b2a9/2010321131727251.jpg" /></span></span><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-bidi-font-size: 12.0pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">，则<span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-bidi-font-size: 12.0pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">每立方米土体中水的质量为</span></span>


    A.275kg


    B.444kg


    C.225kg


    D.552kg


    答:————


9.[单选题] 某场地自上而下的土层分布为：第一层粉土，厚3m，重度Y为18kN／m3；第二层粘土，厚5m，重度为18.4kN／m3，饱和重度&gamma;sat=19.0kN／m3，地下水位距地表5m，则地表下6m处的竖向自重应力等于


    A.99.8kPa


    B.109.8kPa


    C.111kPa


    D.109.2kPa


    答:————


10.[单选题] 桩基承台发生冲切的原因是（    ）。


    A.底板配筋不足


    B.承台的有效高度不足


    C.钢筋保护层不足


    D.承台平面尺寸过大


    答:————


11.[多选题] <p><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">一维竖向固结时间因数</span><span lang="EN-US" style="FONT-SIZE: 10.5pt; FONT-FAMILY: 'Times New Roman'; mso-bidi-font-size: 12.0pt; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA; mso-fareast-font-family: 宋体"><span style="POSITION: relative; TOP: 12pt; mso-text-raise: -12.0pt"><v:shapetype id="_x0000_t75" stroked="f" filled="f" path="m@4@5l@4@11@9@11@9@5xe" o:preferrelative="t" o:spt="75" coordsize="21600,21600"> <img height="39" width="59" alt="" src="http://file.open.com.cn/ItemDB/65688/57042d64-5d53-410c-82d9-eb4e5d91a675/2010321124815144.jpg" /><v:stroke joinstyle="miter"></v:stroke><v:formulas><v:f eqn="if lineDrawn pixelLineWidth 0"></v:f><v:f eqn="sum @0 1 0"></v:f><v:f eqn="sum 0 0 @1"></v:f><v:f eqn="prod @2 1 2"></v:f><v:f eqn="prod @3 21600 pixelWidth"></v:f><v:f eqn="prod @3 21600 pixelHeight"></v:f><v:f eqn="sum @0 0 1"></v:f><v:f eqn="prod @6 1 2"></v:f><v:f eqn="prod @7 21600 pixelWidth"></v:f><v:f eqn="sum @8 21600 0"></v:f><v:f eqn="prod @7 21600 pixelHeight"></v:f><v:f eqn="sum @10 21600 0"></v:f></v:formulas><v:path o:connecttype="rect" gradientshapeok="t" o:extrusionok="f"></v:path><o:lock aspectratio="t" v:ext="edit"></o:lock></v:shapetype></span></span><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">，其中</span><span lang="EN-US" style="FONT-SIZE: 10.5pt; FONT-FAMILY: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA; mso-fareast-font-family: 宋体">H</span><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">的确定应遵循</span></p><p><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA"></span></p><p><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA"></span></p>


    A.当土层为双面一维排水时，H取土层厚度


    B.当土层为单面一维排水时，H应取土层厚度之半


    C.当土层为双面一维排水时，H应取土层厚度之半


    D.当土层为单面一维排水时，H取土层厚度


    答:————


12.[多选题] 下列各项属于挡土墙设计工作内容的是


    A.确定作用在墙背上的土压力的性质


    B.确定作用在墙背上的土压力的大小


    C.确定作用在墙背上的土压力的方向


    D.确定作用在墙背上的土压力的作用点


    答:————


13.[多选题] 下列叙述正确的是


    A.某场地表层土经碾压压实后达到最大干密度，则该表层土在碾压后属于正常固结土


    B.欠固结土土层在土体本身重量作用下仍会继续产生沉降变形


    C.卡萨格兰德法存在很难准确找出曲率半径最小点的缺陷


    D.前期固结压力是一个压力界限，超过此限值的压力会使土的压缩性增加


    答:————


14.[多选题] 下列描述正确的是


    A.墙后填土选用粘性土时，因粘性土的蠕变性质能使主动土压力向静止土压力状态发展，从而引起墙背侧压力随时间增加


    B.墙后填土选用砂性土时，墙后土体的主动土压力状态能够长时间保持


    C.对填土速度较快、高度较大的挡土墙，粘性填土的抗剪强度指标宜选用不排水剪指标


    D.在季节冻土地区，墙后填土应选用非冻胀性填料，如碎石、砾砂等


    答:————


15.[多选题] <p><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-bidi-font-size: 12.0pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EL; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">对基底压力公式</span><span lang="EN-US" style="FONT-SIZE: 10.5pt; FONT-FAMILY: 'Times New Roman'; mso-bidi-font-size: 12.0pt; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA; mso-fareast-font-family: 宋体"><span style="POSITION: relative; TOP: 12pt; mso-text-raise: -12.0pt"><v:shapetype id="_x0000_t75" stroked="f" filled="f" path="m@4@5l@4@11@9@11@9@5xe" o:preferrelative="t" o:spt="75" coordsize="21600,21600"><img height="38" width="98" alt="" src="http://file.open.com.cn/ItemDB/65688/809ce658-d4c2-4fee-b7e9-80134cb26736/201032112429119.jpg" /><v:stroke joinstyle="miter"></v:stroke><v:formulas><v:f eqn="if lineDrawn pixelLineWidth 0"></v:f><v:f eqn="sum @0 1 0"></v:f><v:f eqn="sum 0 0 @1"></v:f><v:f eqn="prod @2 1 2"></v:f><v:f eqn="prod @3 21600 pixelWidth"></v:f><v:f eqn="prod @3 21600 pixelHeight"></v:f><v:f eqn="sum @0 0 1"></v:f><v:f eqn="prod @6 1 2"></v:f><v:f eqn="prod @7 21600 pixelWidth"></v:f><v:f eqn="sum @8 21600 0"></v:f><v:f eqn="prod @7 21600 pixelHeight"></v:f><v:f eqn="sum @10 21600 0"></v:f></v:formulas><v:path o:connecttype="rect" gradientshapeok="t" o:extrusionok="f"></v:path><o:lock aspectratio="t" v:ext="edit"></o:lock></v:shapetype></span></span><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-bidi-font-size: 12.0pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EL; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">参数的解释，正确的是</span></p><p><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-bidi-font-size: 12.0pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EL; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA"></span></p><p><span style="FONT-SIZE: 10.5pt; FONT-FAMILY: 宋体; mso-bidi-font-size: 12.0pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EL; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA"></span></p>


    A.&gamma;G为基础及回填土的平均重度


    B.d为基础埋深


    C.&gamma;G为基础的重度


    D.A为基础底面积


    答:————


16.[判断题] 当桩端平面以下受力层范围内存在强度低于桩端持力层的下卧层时，应对该下卧层进行承载力验算。


    A.错误


    B.正确


    答:————


17.[判断题] 粉土是指塑性指数Ip小于或等于10、粒径大于0.075mm的颗粒含量不超过总质量55％的土。


    A.错误


    B.正确


    答:————


18.[判断题] 地基承载力设计值在数值上与地基极限承载力相差不大。


    A.错误


    B.正确


19.[判断题] 端承型桩是指在竖向极限荷载作用下，桩顶荷载全部由桩端阻力承受的桩。


    A.错误


    B.正确   
答案  q7 6 1 2 9 6 0 2 1


    答:————


20.[判断题] 在填方工程施工中，常用土的干密度或干重度来评价土的压实程度。


    A.错误


    B.正确


    答:————





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