2013年二级建造师考试公路工程实务冲刺模拟题(五).pdf

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1、2013 年二级建造师考试公路工程实务冲刺模拟题(五)1.长度大于()的隧道应设置照明设施。A.50 m B.100 m C.150 m D.200 m【答案】B。本题考核的是隧道附属设施的设置条件公路隧道设计规范规定：照明设计应综合考虑环境条件、交通状况、土建结构设计、供电条件、建设与运营费用等因素;长度大于 100 m 的隧道应设置照明;隧道照明灯具的防护等级应不低于IP65。2.隧道监控量测中，属于必测的项目是()。A.围岩体内位移B.钢支撑内力及外力C.拱顶下沉D.围岩弹性波【答案】C。本题考核的是隧道量测内容与方法。必测项目包括：地质和支护状况观察、周边位移、拱顶下沉、锚杆或锚索内力

2、及抗拔力。3.按照相互之间的距离，隧道可分为()。A.长隧道B.连拱隧道C.单洞分层隧道D.小净距隧道E.分离式隧道【答案】BDE。本题考核的是公路隧道工程的分类。按照长度分为特长隧道：L>300 m，长隧道：3000≥L≥1000 m，中隧道：1000>L>500 m，短隧道：L≤500 m;按隧道间的距离分为连拱、小净距和分离式隧道。1.公路隧道明洞顶的填土厚度应不小于()m。A.1.0 B.2.0 C.3.0 D.4.0【答案】B。本题考查的内容为隧道施工中对明洞的填土要求。明洞顶设计填土厚度，应根据山坡病害的情况，预计明洞顶可能出现的坍塌量及将来明洞

3、所要起的作用来确定。公路隧道明洞填土不小于 2.0m。2.在隧道施工监控量测中，收敛计是用来量测()。A.拱顶下沉B.地表下沉C.围岩体内位移D.围岩周边位移【答案】D。本题考查的重点内容为复合式衬砌隧道现场监控项文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J

4、9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4

5、ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U

6、4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文

7、档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR

8、8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S

9、10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 H

10、X5Z10J9T9D4 ZR4Q8U4M1A6目及测量方法。其中收敛计用来测量周边位移。水平仪、水准尺、钢尺或测杆用来测量拱顶下沉，围岩体内位移的测量工具是单点、多点杆式或钢丝式位移计，地表下沉的测量工具为水平仪、水准尺。3.公路隧道按照长度可划分为()。A.特长隧道B.长隧道C.中隧道D.短隧道E.特短隧道【答案】ABCD。本题考查的知识点是公路隧道的分类。公路隧道 按 照 长 度 分 为 特 长 隧 道：L>300 m;长 隧 道：3 000≥L≥1 000 m;隧道：l 000>L>500 m;短隧道：L≤500 m 故应选择ABCD。4.山岭隧道浅埋

11、段施工中，严禁采用施工方法是()。A.全断面开挖法B.单侧壁导坑法C.多台阶开挖法D.双侧壁导坑法【答案】A。本题考核的是山岭隧道的施工技术要求。山岭隧道浅埋段施工应根据地质条件、地表沉陷对地面建筑物的影响以及保障施工安全等因素选择文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J

12、5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z

13、10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9

14、D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4

15、Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1

16、A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码

17、:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3

18、G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6开挖方法和支护方式，并应符合下列规定：根据围岩及周围环境条件，可优先采用单侧壁导坑法、双侧壁导坑法或留核心土开挖法;围岩的完整性较好时，可采用多台阶法开挖。严禁采用全断面法开挖。5.隧道施工方法有()。A.新奥法B.盾构法C.移动模架法D.整体现浇法E.传统矿山法【答案】ABE。本题考核的是隧道施工方法。隧道施工方法包括：(1)新奥法：(2)传统的矿山法;(3)隧道掘进机法;(4)盾构法;(5)明挖法;(6)盖挖法;(7)浅埋暗挖法;(8)地下连续墙。场景 我国南方某两车道隧道呈南北向展布，隧道最大埋深为80 m;隧道全长 470

19、 m 隧道进出口段的围岩为较软岩，岩体破碎，且BQ 值<250。隧道洞口覆盖层较薄，有坍方、落石等危害，且有较大的偏压。隧道施工地段无有害气体。隧道采用钻爆法开挖之后，及时施作第一次衬砌，通过施工中的监控量测，确定围岩变形稳定之后，修筑防水层及施作第二次衬砌。根据场景，回答下列问题：1.按所处位置划分，本隧道属于()隧道。A.软土文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:

20、CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G

21、6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5

22、 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z1

23、0J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D

24、4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q

25、8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A

26、6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6B.浅埋C.瓦斯D.岩石【答案】D。修建在岩层中的称为岩石隧道，修建在土层中的称为软土隧道;岩石隧道修建在山体中的较多，故又称山岭隧道，软土隧道常常修建在水底和城市，故称为水底隧道和城市道路隧道。2.本隧道所采用的施工方法为()。A.掘进机法B.新奥法C.盖挖法D.盾构法【答案】B。新奥法是新奥地利隧道施工方法的简称，是采用喷锚技术、监控量测等并与岩石力学理论构成的一个体系而形成的一种新的工程施工方法。3.洞口围岩为()级。A

27、.B.C.D.V【答案】D。V 级围岩的主要定性特征为：较软岩，岩体破碎;软岩，岩体较破碎破碎;极 破碎各类岩体，碎、裂状，松散结文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J

28、9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4

29、ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U

30、4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文

31、档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR

32、8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S

33、10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6构。4.隧道进出口处宜设置()。A.涵

34、洞B.通道C.明洞D.暗洞【答案】C。洞顶覆盖层较薄，难以用暗挖法建隧道时，隧道洞口或路堑地段受坍方、落石、泥石流、雪害等危害时，道路之间或道路与铁路之间形成立体交叉，但又不宜做立交桥时，通常应设置明洞。5.按隧道长度划分，本隧道属于()隧道。A.特长B.长C.中D.短【答案】D.文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR

35、4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M

36、1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编

37、码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C

38、3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10

39、J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5

40、Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6文档编码:CR8C3G6S10J5 HX5Z10J9T9D4 ZR4Q8U4M1A6