成考院校在线答案
- 2022-09-12 [单选] <p class="MsoNormal" align="left" style="text-align:left;line-height:20.0pt; mso-line-height-rule:exactly;mso-pagination:widow-orphan;vertical-align:middle">26、<span style="font-size:11.0pt;mso-bidi-font-size:12.0pt;font-family:Microsoft Yahei;mso-ascii-font-family: "Times New Roman";mso-hansi-font-family:"Times New Roman";color:windowtext">土是由下列物质中的哪一个的风化产物经过各种地质作用剥蚀、搬运、沉积而成的？（</span><span lang="EN-US" style="font-size:11.0pt;mso-bidi-font-size:12.0pt;color:windowtext"><span style="mso-spacerun:yes"> </span></span><span style="font-size:11.0pt; mso-bidi-font-size:12.0pt;font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman"; mso-hansi-font-family:"Times New Roman";color:windowtext">）</span><span lang="EN-US" style="mso-bidi-font-size:10.5pt;color:windowtext;mso-font-kerning: 0pt"> <o:p></o:p></span></p>
- 2022-09-12 [单选] <p class="MsoPlainText" style="line-height:20.0pt;mso-line-height-rule:exactly; mso-pagination:widow-orphan;tab-stops:191.4pt">31、<span style="mso-ascii-font-family: "Times New Roman";mso-hansi-font-family:"Times New Roman";mso-bidi-font-family: "Times New Roman";color:windowtext">以下四项条件中，<b style="mso-bidi-font-weight: normal"><u>不属于</u></b>库仑土压力理论的基本假设的是</span><span lang="EN-US" style="font-family: "Times New Roman",serif;color:windowtext">(<span style="mso-spacerun:yes"> </span>)</span><span lang="EN-US" style="color:windowtext;mso-font-kerning: 0pt"> <o:p></o:p></span></p>
- 2022-09-12 [单选] <p class="MsoPlainText" style="line-height:20.0pt;mso-line-height-rule:exactly; mso-pagination:widow-orphan;tab-stops:191.4pt">34、<span style="mso-ascii-font-family: "Times New Roman";mso-hansi-font-family:"Times New Roman";mso-bidi-font-family: "Times New Roman";color:windowtext">对地基基础的设计验算，以下说法中<b style="mso-bidi-font-weight: normal"><u>错误</u></b>的是</span><span lang="EN-US" style="font-family:"Times New Roman",serif; color:windowtext">(<span style="mso-spacerun:yes"> </span>)</span><span lang="EN-US" style="color:windowtext;mso-font-kerning:0pt"> <o:p></o:p></span></p>
- 2022-09-12 [单选] <p class="MsoNormal" align="left" style="text-align:left;vertical-align:middle;">39、 在相同条件下，作用在挡土墙上的静止土压力 E0、主动土压力 Ea 和被动土压力 Ep的大小关系( )</p>
- 2022-09-12 [判断] <p class="MsoNormal" style="mso-pagination:widow-orphan">1、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">沉井、沉箱、地下连续墙等深基础在施工过程中也需要临时性的支承围护结构。</span><span lang="EN-US" style="mso-bidi-font-size:10.5pt;mso-font-kerning:0pt">( ) <o:p></o:p></span></p>
- 2022-09-12 [判断] <p class="MsoNormal" style="mso-pagination:widow-orphan">4、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">刚性基础是由抗拉强度低的材料建造，只要基础的宽高比不超过允许值，其抗拉、抗剪可不比验算。</span><span lang="EN-US" style="mso-bidi-font-size:10.5pt;mso-font-kerning:0pt">( ) <o:p></o:p></span></p>
- 2022-09-12 [判断] <p class="MsoNormal" style="mso-pagination:widow-orphan">6、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">强夯置换法和强夯法一样，适用于处理碎石土、砂土、低饱和度的粉土与黏性土、湿陷性黄土、素填土和杂填土等软弱地基。</span><span lang="EN-US" style="mso-bidi-font-size:10.5pt;mso-font-kerning:0pt">( ) <o:p></o:p></span></p>
- 2022-09-12 [判断] <p class="MsoNormal" style="mso-pagination:widow-orphan">13、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">地基土体产生压缩变形是指土粒和水的压缩量，而不是孔隙减小的缘故。</span><span lang="EN-US" style="mso-bidi-font-size:10.5pt;mso-font-kerning:0pt">( ) <o:p></o:p></span></p>
- 2022-09-12 [判断] <p class="MsoNormal" style="mso-pagination:widow-orphan">14、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">甲级、乙级、丙级建筑物地基基础均应进行承载力和变形的验算。</span><span lang="EN-US" style="mso-bidi-font-size:10.5pt;mso-font-kerning:0pt">( ) <o:p></o:p></span></p>
- 2022-09-12 [判断] <p class="MsoNormal" style="mso-pagination:widow-orphan">16、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">按静荷载试验方法确定单桩竖向极限承载力时，挤土桩在设置后可立即开始荷载试验。</span><span lang="EN-US" style="mso-bidi-font-size:10.5pt;mso-font-kerning:0pt">( ) <o:p></o:p></span></p>