成考院校在线答案
- 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">22、<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="MsoPlainText" style="line-height:20.0pt;mso-line-height-rule:exactly; mso-pagination:widow-orphan;tab-stops:191.4pt">24、<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>
- 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">设计地下室外墙时,作用于墙外侧的土压力应采用(</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>
- 2022-09-12 [单选] <p class="MsoNormal" style="line-height:20.0pt;mso-line-height-rule:exactly; mso-pagination:widow-orphan">27、<span style="font-family:Microsoft Yahei;mso-ascii-font-family: "Times New Roman";mso-hansi-font-family:"Times New Roman";color:windowtext">土中受重力作用而运动的水称为重力水,重力水特性及对地基基础的影响</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">可传递静水和动水压力、</span><span style="font-family: 宋体;mso-bidi-font-family:Microsoft Yahei;color:windowtext">②</span><span style="font-family: 宋体;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family:"Times New Roman"; color:windowtext">使土的强度降低、</span><span style="font-family:Microsoft Yahei;mso-bidi-font-family: 宋体;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">使土的压缩性增大、</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">可对土颗粒产生浮托力,使土的重力密度减小、</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">可在水头差作用下形成渗流,并对土粒产生渗透力,使土体产生渗透变形。其中正确的组合是(</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">16、<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" 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"; color:windowtext">下列试验中,属于现场原位测定抗剪强度方法的是</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">18、 <span style="font-family:Microsoft Yahei;color:windowtext;">如果矩形底面基础的尺寸为</span><span style="color:windowtext;"><span> <img src="http://wljy.whut.edu.cn:80/uploadfiles/kindeditorAttached/image/20191203/20191203200110_25.png" alt=""></span></span><span style="font-family:Microsoft Yahei;color:windowtext;">,在进行地基承载力特征值修正时,公式中<img src="http://wljy.whut.edu.cn:80/uploadfiles/kindeditorAttached/image/20191203/20191203200806_218.png" alt=""><img src="http://wljy.whut.edu.cn:80/uploadfiles/kindeditorAttached/image/20191125/20191125171823_318.png" alt=""></span><span style="font-family:Microsoft Yahei;color:windowtext;">应取</span><span style="color:windowtext;">(<span> </span>)</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">40、<span style="font-family:Microsoft Yahei; mso-ascii-font-family:"Times New Roman";mso-hansi-font-family:"Times New Roman"; color:windowtext">一般情况下,砌体承重结构应验算的沉降特征是</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 [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"">采用堆载预压法处理软弱土地基和真空预压法一样,可一次连续加至最大压力。</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">8、<span style="font-family:Microsoft Yahei;mso-ascii-font-family:"Times New Roman";mso-hansi-font-family: "Times New Roman"">地基软弱下卧层验算要求其顶面处的附加应力与自重应力之和不超过软卧层的承载力特征值。</span><span lang="EN-US" style="mso-bidi-font-size:10.5pt;mso-font-kerning:0pt">( ) <o:p></o:p></span></p>