成考院校在线答案
- 2022-09-12 [单选] <p class="MsoNormal" style="line-height:20.0pt;mso-line-height-rule:exactly; mso-pagination:widow-orphan">37、<span style="font-family:Microsoft Yahei;mso-ascii-font-family: "Times New Roman";mso-hansi-font-family:"Times New Roman";color:windowtext">在以下的土中水选项中,可使地基浸湿,使地下室受潮或使地基、路基冻胀的是(</span><span lang="EN-US" style="color:windowtext"><span style="mso-spacerun:yes"> </span></span><span style="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">32、<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">对桩基承台的构造要求,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;line-height:20.0pt; mso-line-height-rule:exactly;mso-pagination:widow-orphan;tab-stops:210.0pt; vertical-align:middle">40、<span style="mso-bidi-font-size:10.5pt;font-family: 宋体;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family:"Times New Roman"">下列减轻地基不均匀沉降的措施中,<b style="mso-bidi-font-weight:normal"><u>不属于</u></b>建筑措施的是</span><span lang="EN-US" style="mso-bidi-font-size:10.5pt">(<span style="mso-spacerun:yes"> </span>)</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 [单选] <p class="MsoNormal">28、 <span style="font-family:黑体;color:windowtext;">土力学与地基基础成为一门独立学科的奠基人是()。</span><span style="font-size:11.0pt;font-family:Microsoft Yahei;color:windowtext;"></span><span style="color:windowtext;"> </span></p>
- 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;tab-stops:210.0pt; vertical-align:middle">24、<span style="mso-bidi-font-size:10.5pt;font-family: 宋体;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family:"Times New Roman"; color:windowtext">对浅基础确定基础埋深时必须考虑作用在基础上的荷载的影响,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="mso-bidi-font-size: 10.5pt;color:windowtext"> (<span style="mso-spacerun:yes"> </span>)</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="MsoNormal" style="line-height:20.0pt;mso-line-height-rule:exactly; mso-pagination:widow-orphan">34、<span style="font-family:Microsoft Yahei;mso-ascii-font-family: "Times New Roman";mso-hansi-font-family:"Times New Roman";color:windowtext">钢筋混凝土柔性基础包括柱下独立基础、墙下条形基础、柱下条形基础和联合基础、十字交叉梁基础、筏板基础和箱形基础等,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="color:windowtext"><span style="mso-spacerun:yes"> </span></span><span style="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="MsoNormal" align="left" style="text-align:left;line-height:20.0pt; mso-line-height-rule:exactly;mso-pagination:widow-orphan;vertical-align:middle">15、<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="MsoNormal" align="left" style="text-align:left;line-height:20.0pt; mso-line-height-rule:exactly;mso-pagination:widow-orphan;tab-stops:210.0pt; vertical-align:middle">37、<span style="mso-bidi-font-size:10.5pt;font-family: 宋体;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family:"Times New Roman"; color:windowtext">地下水位长期上升时,引起的以下后果中<b style="mso-bidi-font-weight:normal"><u>错误</u></b>的是</span><span lang="EN-US" style="mso-bidi-font-size:10.5pt;color:windowtext"> (<span style="mso-spacerun:yes"> </span>)</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="MsoNormal" style="line-height:20.0pt;mso-line-height-rule:exactly; mso-pagination:widow-orphan">40、<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">高耸建(构)筑物应主要验算的地基变形特征是(</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="MsoNormal" align="left" style="text-align:left;line-height:20.0pt; mso-line-height-rule:exactly;mso-pagination:widow-orphan;vertical-align:middle">35、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman";color:windowtext">饱和土的单向渗透固结理论的基本假设</span><span style="font-family:Microsoft Yahei;mso-bidi-font-family:Microsoft Yahei;color:windowtext">①</span><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman";color:windowtext">地基土是均质、各向同性和完全饱和的、</span><span style="font-family:Microsoft Yahei;mso-bidi-font-family:Microsoft Yahei;color:windowtext">②</span><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman";color:windowtext">土的压缩是由于孔隙体积的减小而引起、</span><span style="font-family:Microsoft Yahei;mso-bidi-font-family:Microsoft Yahei;color:windowtext">③</span><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman";color:windowtext">土的压缩与排水仅在竖直方向发生、</span><span style="font-family:Microsoft Yahei;mso-bidi-font-family:Microsoft Yahei;color:windowtext">④</span><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman";color:windowtext">孔隙水的向外排出服从达西定律、</span><span style="font-family:Microsoft Yahei;mso-bidi-font-family:Microsoft Yahei;color:windowtext">⑤</span><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman";color:windowtext">固结工程中孔隙比、压缩系数、渗透系数等保持不变、</span><span style="font-family:Microsoft Yahei;mso-bidi-font-family:Microsoft Yahei;color:windowtext">⑥</span><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman";color:windowtext">荷载连续分布且一次瞬时施加中,正确的组合是(</span><span lang="EN-US" style="color:windowtext"><span style="mso-spacerun:yes"> </span></span><span style="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>