成考院校在线答案
- 2024-03-05 [单选] <p class="MsoNormal" style="mso-pagination:widow-orphan">2、<strong><span style="font-family:黑体;font-weight:normal;mso-bidi-font-weight:bold">建国后公路建设满足提高通行能力和环境保护的年代是（）</span></strong><span lang="EN-US" style="mso-bidi-font-size:10.5pt;font-family:黑体;mso-font-kerning: 0pt"> <o:p></o:p></span></p>
- 2024-03-05 [单选] <p class="MsoNormal" style="mso-pagination:widow-orphan">18、<strong><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman";font-weight:normal;mso-bidi-font-weight:bold">在沥青路而的结构计算中，通常要验算路面结构层的强度，为此需计算弹性层状体系在荷载作用下产生的（）</span></strong><span lang="EN-US" style="mso-bidi-font-size:10.5pt;mso-font-kerning:0pt"> <o:p></o:p></span></p>
- 2024-03-05 [单选] <p class="MsoNormal" style="mso-pagination:widow-orphan">5、<strong><span style="font-family:黑体;font-weight:normal;mso-bidi-font-weight:bold">路基抗御行车和自然因素的能力一不产生</span></strong><strong><span lang="EN-US" style="font-family:"Calibri",sans-serif;mso-fareast-font-family: 黑体;font-weight:normal;mso-bidi-font-weight:bold"> </span></strong><strong><span style="font-family:黑体;font-weight:normal;mso-bidi-font-weight:bold">不均匀沉陷和<span class="GramE">边</span>攻失稳属于（）特性</span></strong><span lang="EN-US" style="mso-bidi-font-size:10.5pt;font-family:黑体;mso-font-kerning:0pt"> <o:p></o:p></span></p>
- 2024-03-05 [单选] <p class="MsoNormal" style="mso-pagination:widow-orphan">12、<strong><span style="font-family:黑体;font-weight:normal;mso-bidi-font-weight:bold">建国后公路建设基本满足通行能力要求的年代是（）</span></strong><span lang="EN-US" style="mso-bidi-font-size:10.5pt;font-family:黑体;mso-font-kerning: 0pt"> <o:p></o:p></span></p>
- 2024-03-05 [单选] <p class="MsoNormal" style="mso-pagination:widow-orphan">3、<strong><span style="font-family:黑体;font-weight:normal;mso-bidi-font-weight:bold">前三种模量的<span class="GramE">应变值</span>包括了残余应变和回弹应变，而回弹模量的<span class="GramE">应变值</span>只有（）应变</span></strong><span lang="EN-US" style="mso-bidi-font-size:10.5pt;font-family:黑体;mso-font-kerning: 0pt"> <o:p></o:p></span></p>
- 2024-03-05 [单选] <p class="MsoNormal" style="mso-pagination:widow-orphan">17、<strong><span style="font-family:黑体;font-weight:normal;mso-bidi-font-weight:bold">路基本身的温度和含水量情况称为（）。</span></strong><span lang="EN-US" style="mso-bidi-font-size:10.5pt;font-family:黑体;mso-font-kerning: 0pt"> <o:p></o:p></span></p>
- 2024-03-05 [单选] <p class="MsoNormal" style="mso-pagination:widow-orphan">13、<strong><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman";font-weight:normal;mso-bidi-font-weight:bold">严格地讲，毕肖普法并不完全满足（）条件，仅仅满足整个滑动体的力更平衡条件和<span class="GramE">各土条</span>的景向静力平衡条件</span></strong><span lang="EN-US" style="mso-bidi-font-size:10.5pt;mso-font-kerning:0pt"> <o:p></o:p></span></p>
- 2024-03-05 [单选] <p class="MsoNormal" style="mso-pagination:widow-orphan">14、<strong><span style="font-family:黑体;font-weight:normal;mso-bidi-font-weight:bold">路床以下的路堤分上下两层。上路堤<span lang="EN-US">:</span>路面底面以下（）范围内的填方部分<span lang="EN-US">:</span>下路堤是上路堤以下部分。</span></strong><span lang="EN-US" style="mso-bidi-font-size:10.5pt;font-family:黑体;mso-font-kerning: 0pt"> <o:p></o:p></span></p>
- 2024-03-05 [单选] <p class="MsoNormal" style="mso-pagination:widow-orphan">3、<strong><span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman";font-weight:normal;mso-bidi-font-weight:bold">路面结构在规定的时间内和规定的条件下完成预定功能的概率属于（）</span></strong><span lang="EN-US" style="mso-bidi-font-size:10.5pt;mso-font-kerning:0pt"> <o:p></o:p></span></p>
- 2024-03-05 [单选] <p class="MsoNormal" style="mso-pagination:widow-orphan">20、<strong><span style="font-family:黑体;font-weight:normal;mso-bidi-font-weight:bold">在以弹性力学为理论基础的路面设计方法中，把土的回弹模量称为土的（）模量。</span></strong><span lang="EN-US" style="mso-bidi-font-size:10.5pt;font-family:黑体;mso-font-kerning: 0pt"> <o:p></o:p></span></p>