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;tab-stops:198.0pt">39、<span style="font-family:Microsoft Yahei; mso-ascii-font-family:"Times New Roman";mso-hansi-font-family:"Times New Roman"; color:windowtext">反映粘性土处于可塑状态时含水率变化范围的指标是</span><span lang="EN-US" style="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="MsoPlainText" style="line-height:20.0pt;mso-line-height-rule:exactly; mso-pagination:widow-orphan;tab-stops:191.4pt">26、<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">工程中用来评价砂土密实程度的指标是</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] 31、对钢筋混凝土墙下条形基础和柱下独立基础的设计，下列说法中正确的是 ( )
- 2022-09-12 [单选] <p class="MsoNormal">28、 <span style="font-family:Microsoft Yahei;color:windowtext;">对单桩的竖向和水平承载力的确定，下列说法中正确的</span><span style="font-size:11.0pt;font-family:Microsoft Yahei;color:windowtext;">是（</span><span style="font-size:11.0pt;color:windowtext;"><span> </span></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">25、<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"">若土体中的前期固结压力超过了现有的土自重应力，则该土为</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" style="line-height:20.0pt;mso-line-height-rule:exactly; mso-pagination:widow-orphan">28、<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">31、<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>
- 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">30、<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">对桩基础设计，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" 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">以下的软弱土地基处理方法中，<b style="mso-bidi-font-weight:normal"><u>不</u></b>形成复合地基的</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">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="MsoPlainText" style="line-height:20.0pt;mso-line-height-rule:exactly; mso-pagination:widow-orphan;tab-stops:191.4pt">18、<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">以下四项特点中，属于三轴剪切试验缺点的是</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>