超前自学网

 找回密码
 立即注册

奥鹏在线作业,2元一门,先做后付,微信424329

查看: 46|回复: 0

20春学期《工程岩体力学》在线平时作业3

[复制链接]

3万

主题

3万

帖子

9万

积分

管理员

Rank: 9Rank: 9Rank: 9

积分
95816
发表于 2020-8-8 18:59:39 | 显示全部楼层 |阅读模式
微信公众号:超前自学网
点击这里
<p style="LINE-HEIGHT: 150%; TEXT-INDENT: -21pt; MARGIN-LEFT: 21pt; mso-list: l0 level1 lfo1; tab-stops: list 21.0pt" class="MsoNormal"><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">关于应力波产生的应力场,下列描述正确的是(</span><span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt"> </span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">)。</span></p>
A:<font size="3"><font face="宋体">应力波引起的应力场是均匀应力场<span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt" lang="EN-US"><o:p></o:p></span></font></font>
B:<font size="3"><font face="宋体">应力波作用下,巷道周边环向应力是非均匀的,径向应力是均匀的<span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt" lang="EN-US"><o:p></o:p></span></font></font>
C:<font size="3"><font face="宋体">应力波入射方向围岩环向应力大,径向应力小<span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt" lang="EN-US"><o:p></o:p></span></font></font>
D:<font size="3" face="宋体">应力波引起的应力场随应力波周期变化</font>

<p style="LINE-HEIGHT: 150%; TEXT-INDENT: -21pt; MARGIN-LEFT: 21pt; mso-list: l0 level1 lfo1; tab-stops: list 21.0pt" class="MsoNormal"><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">影响岩体力学性质的基本因素(</span><span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt"> </span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">)。</span></p>
A:<font size="3" face="宋体">结构体力学性质</font>
B:<font size="3"><font face="宋体">结构面力学性质<span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt" lang="EN-US"><o:p></o:p></span></font></font>
C:<font size="3" face="宋体">环境因素</font>
D:<font size="3" face="宋体">以上都包括</font>

<p style="LINE-HEIGHT: 150%; TEXT-INDENT: -21pt; MARGIN-LEFT: 21pt; mso-list: l0 level1 lfo1; tab-stops: list 21.0pt" class="MsoNormal"><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">下面关于围岩破坏区的描述正确的是()</span></p>
A:<span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">破坏区围岩已经失去了承载能力</span>
B:<span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">破坏区围岩还有一定承载能力,不用支护也不会塌落</span>
C:<span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">破坏区围岩变形模量降低,变形能力变弱</span>
D:<font size="3" face="宋体">以上都不对</font>

<p style="LINE-HEIGHT: 150%; TEXT-INDENT: -21pt; MARGIN-LEFT: 21pt; mso-list: l0 level1 lfo1; tab-stops: list 21.0pt" class="MsoNormal"><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">岩体强度与结构面组数的关系是(</span><span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt"> </span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">)。</span></p>
A:<font size="3"><font face="宋体">岩体强度与结构面组数没有什么关系<span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt" lang="EN-US"><o:p></o:p></span></font></font>
B:<font size="3"><font face="宋体">岩体强度随结构面组数增加而增大的现象<span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt" lang="EN-US"><o:p></o:p></span></font></font>
C:<font size="3" face="宋体">岩体强度随结构面组数增加而降低的现象</font>
D:<font size="3" face="宋体">垂直层理和平行层理的岩体抗压强度受结构面组数影响程度相同</font>

<p style="LINE-HEIGHT: 150%; TEXT-INDENT: -21pt; MARGIN-LEFT: 21pt; mso-list: l0 level1 lfo1; tab-stops: list 21.0pt" class="MsoNormal"><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">下列关于岩体初始应力场的描述中,哪个是正确的?(</span><span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt"> </span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">)。</span></p>
A:<font size="3" face="宋体">垂直应力一定大于水平应力</font>
B:<font size="3"><font face="宋体">在地表浅层是三个主应力不等的空间应力场<span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt" lang="EN-US"><o:p></o:p></span></font></font>
C:<font size="3" face="宋体">垂直应力分量与地表垂直</font>
D:<font size="3" face="宋体">自重应力和构造应力分布范围基本一致</font>

<p style="LINE-HEIGHT: 150%; TEXT-INDENT: -21pt; MARGIN-LEFT: 21pt; mso-list: l0 level1 lfo1; tab-stops: list 21.0pt" class="MsoNormal"><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">岩体长期强度是指(</span><span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt"> </span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">)。</span></p>
A:<font size="3" face="宋体">岩体抵抗外力破坏的能力</font>
B:<font size="3"><font face="宋体">一定外力作用下时间趋于无穷大时的岩体强度<span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt" lang="EN-US"><o:p></o:p></span></font></font>
C:<font size="3"><font face="宋体">一定荷载下经历较长一段时间后的岩体强度</font><span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt" lang="EN-US"><span style="mso-spacerun: yes">&nbsp;&nbsp; </span><o:p></o:p></span></font>
D:<font size="3" face="宋体">岩体经历流变到达加速流变阶段所对应的起始应力</font>

<p style="LINE-HEIGHT: 150%; TEXT-INDENT: -21pt; MARGIN-LEFT: 21pt; mso-list: l0 level1 lfo1; tab-stops: list 21.0pt" class="MsoNormal"><span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt; mso-fareast-font-family: 'Times New Roman'" lang="EN-US"><span style="mso-list: Ignore"><span style="FONT: 7pt 'Times New Roman'">&nbsp;</span></span></span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">组成岩体结构的基本单元是(</span><span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt"> </span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">)。</span></p>
A:<font size="3" face="宋体">结构体</font>
B:<font size="3" face="宋体">结构体和裂隙</font>
C:<font size="3" face="宋体">结构面和夹层</font>
D:<font size="3" face="宋体">结构体和结构面</font>

<span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">岩体结构类型的划分取决于(</span><span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt"> </span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">)。</span>
A:<font size="3" face="宋体">结构面的性质</font>
B:<font size="3" face="宋体">结构体型式</font>
C:<font size="3" face="宋体">结构体和结构面的组合形式</font>
D:<font size="3" face="宋体">三者都应考虑</font>

<p style="LINE-HEIGHT: 150%; TEXT-INDENT: -21pt; MARGIN-LEFT: 21pt; mso-list: l0 level1 lfo1; tab-stops: list 21.0pt" class="MsoNormal"><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">下列关于围岩稳定性分析叙述正确的是(</span><span style="LINE-HEIGHT: 150%; FONT-SIZE: 12pt"> </span><span style="LINE-HEIGHT: 150%; FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'">)。</span></p>
A:<font size="3"><font face="宋体">围岩应力和岩石强度本身及影响它们的因素不是确定量<span style="FONT-SIZE: 12pt" lang="EN-US"><o:p></o:p></span></font></font>
B:<font size="3" face="宋体">即使某些点处应力达到强度条件,围岩也可能保持稳定</font>
C:<font size="3"><font face="宋体">围岩内一点应力达到强度条件不能代表整个围岩失稳<span style="FONT-SIZE: 12pt" lang="EN-US"><o:p></o:p></span></font></font>
D:<font size="3" face="宋体">以上都正确</font>

<span style="FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">工程岩石力学重点是研究工程活动引起的岩体重分布应力及在这种应力场作用下工程岩体的(</span><span style="FONT-FAMILY: 'Times New Roman'; FONT-SIZE: 12pt; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA; mso-fareast-font-family: 宋体"> </span><span style="FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">)。</span>
A:<span style="FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">变形和受力</span>
B:<font size="3" face="宋体">破坏和稳定性</font>
C:<font size="3" face="宋体">变形和稳定性</font>
D:<font size="3" face="宋体">稳定性</font>

<span style="FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">围岩位移稳定时间短,说明位移自稳能力差。</span>
A:错误
B:正确

<span style="FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">结构面的闭合度是指结构面的充填厚度。</span>
A:错误
B:正确

<span style="FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">按窦万和等人提出的塌方预测方法,计算的预测指标越大,越易发生塌方。</span>
A:错误
B:正确

<span style="FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">岩体基本质量分级时,如果定性特征与定量分级不一致,都要重新进行分级。</span>
A:错误
B:正确

<span style="FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">爆破震动作用是短暂的、局部的,因而它对整个围岩稳定性的影响可以忽略。</span>
A:错误
B:正确

<span style="FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">岩石单轴压缩试验中,试件的体积一直是减小的。</span>
A:错误
B:正确

<span style="FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">岩体体积节理数越大,岩体越完整。</span>
A:错误
B:正确

<span style="FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">巷道开挖后,通过应力检测可直接获取其周边应力。</span>
A:错误
B:正确

<span style="FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">只要岩石组成矿物近似一致,则它们物理力学参数间具有较好相关性。</span>
A:错误
B:正确

<span style="FONT-FAMILY: 宋体; FONT-SIZE: 12pt; mso-ascii-font-family: 'Times New Roman'; mso-hansi-font-family: 'Times New Roman'; mso-bidi-font-family: 'Times New Roman'; mso-font-kerning: 1.0pt; mso-ansi-language: EN-US; mso-fareast-language: ZH-CN; mso-bidi-language: AR-SA">结构面抗剪强度随着夹层厚度的增大迅速下降。</span>
A:错误
B:正确

您需要登录后才可以回帖 登录 | 立即注册

本版积分规则

QQ|Archiver|手机版|小黑屋|超前自学网 ( 皖ICP备20014425号-1 )|网站地图

GMT+8, 2025-5-1 22:34

Powered by Discuz! X3.4

© 2001-2013 Comsenz Inc.. 技术支持 by 巅峰设计

快速回复 返回顶部 返回列表