成考院校在线答案
- 2022-09-12 [判断] <p class="MsoNormal" style="mso-pagination:widow-orphan">15、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">钢筋混凝土墙下条形基础的肋部配置纵向钢筋和箍筋，是为了承受不均匀沉降引起的纵向弯曲应力。</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">7、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">单桩竖向静荷载试验的极限承载力必须进行统计，计算参加统计的桩极限承载力平均值，当极差超过平均值的</span><span lang="EN-US">30%</span><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman"; mso-hansi-font-family:"Times New Roman"">时可取平均值为单桩竖向极限承载力</span><span lang="EN-US"><span style="position:relative;top:6.0pt;mso-text-raise:-6.0pt"> <v:shape id="_x0000_i1026" type="#_x0000_t75" style="width:15.75pt;height:18pt" o:ole=""> <v:imagedata src="TLXYDIGC%201.files/image002.wmz" o:title=""></v:imagedata> </v:shape></span> <!--[if gte mso 9]><xml _tmplitem="3" > <o:OLEObject Type="Embed" ProgID="Equation.3" ShapeID="_x0000_i1026" DrawAspect="Content" ObjectID="_1615034110"> </o:OLEObject> </xml><![endif]--></span><span style="font-family:Microsoft Yahei;mso-ascii-font-family: "Times New Roman";mso-hansi-font-family:"Times New Roman"">。</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">10、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">从土的击实曲线的最高点可获得最大干密度和相应的最优含水率。</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">11、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">桩按设置效应只能分为挤土桩和非挤土桩两类。</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">5、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">当拟建的相邻建筑物之间轻（低）重（高）相差悬殊时，应按照先轻后重的程序进行施工。</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;tab-stops:210.0pt">15、<span style="mso-bidi-font-size: 10.5pt;font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman";color:windowtext">对换填垫层法处理软弱土地基，下列说法中<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">30、 <span style="font-size:11.0pt;font-family:Microsoft Yahei;color:windowtext;">当地基塑性区的最大开展深度为基础宽度的四分之一时，相应的基底压力记为（</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" style="line-height:20.0pt;mso-line-height-rule:exactly; mso-pagination:widow-orphan;tab-stops:198.0pt">33、<span style="font-family:Microsoft Yahei; mso-ascii-font-family:"Times New Roman";mso-hansi-font-family:"Times New Roman"; color:windowtext">对桩基础承台的设计计算，以下说法中正确的是</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="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">19、<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="MsoPlainText" style="line-height:20.0pt;mso-line-height-rule:exactly; mso-pagination:widow-orphan;tab-stops:191.4pt">19、<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">太沙基提出的地基极限承载力公式是针对以下哪种情况推导的？（</span><span lang="EN-US" style="font-family:"Times New Roman",serif;color:windowtext"><span style="mso-spacerun:yes"> </span></span><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">）</span><span lang="EN-US" style="color:windowtext;mso-font-kerning:0pt"> <o:p></o:p></span></p>