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隧道 [复制链接]

songzb60
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  • 高级工程师
  • 78
  • 8746
  • 2007-05-15
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发表于 2008-08-13 15:51 |只看楼主

隧道工程试题及答案之三9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó

9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
一、9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
单项选择题（每题1分，共10分）9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
1.隧道施工是指修建(9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
)。9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
A.隧道及地下洞室的施工方法、施工技术和施工管理的总称；9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
B.地下洞室及巷道；9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
C.躲避洞；9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
D.地下交通工程。9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
2.控制测量的精度应以中误差衡量,最大误差(极限误差)规定为中误差的(9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
)。9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
A.两倍9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
B.三倍9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
C.一倍9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
D.四倍9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
3.按设计要求进行边坡、仰坡放线，自上而下逐段开挖，不得掏底开挖或（9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
）。9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
A.左、右开挖9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
B.分步开挖9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
C.上下开挖9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
D.中间开挖9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
4.隧道明洞施工当具备相应的机具条件时可采用(9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
)。9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
A.边墙法9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
B.拱墙整体灌筑9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
5.加强对地表下沉、拱部下沉的量测及反馈，以指导施工.量测频率宜为深埋段的(9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
)。9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
A.3倍9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
B.2倍9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
C.1倍9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
D.四倍9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
6.锚杆支护或构件支撑,应尽量靠近开挖面,其距离应小于(9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
)。9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
A.1倍洞跨9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
B.0.5倍洞跨9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
C.2倍洞跨9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
D.4倍洞跨9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
7.全断面法适用于V1—IV类围岩,该法可采用深孔爆破,其浓度可取(9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
)。9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
A.1—2米9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
B.2—4米9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
C.3—3.59€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
D. 4—69€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
8.当衬砌采用先拱后墙施工时,拱圈混凝土达到仪器强度70%之后方可进行(9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
)。9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
A.拱脚9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
B.下部断面的开挖9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
C.边墙9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
9.仰拱施工应当结合拱墙施工抓紧进行,(9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
)。9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
A.使结构尽快封闭9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
B.浇筑仰拱混凝土9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
10.二次衬砌混凝土其强度达到2.5mpa时(9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
)。9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
A.方可拆模9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
B.继续浇筑9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
C.不能拆模9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
9€á;êz IÞbbs.3c3t.com-êÁÔ°U„¾¨Ó
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