2015年二级建造师考试《公路工程》模拟试题及答案1.pdf

2015 年二级建造师考试公路工程模拟试题及答案1 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：L300 m，长隧道：3000L1000 m，中隧道：1000L500 m，短隧道：L500 m;按隧道间的距离分为 连拱、小净距和分离式隧道。4.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所要起的作用来确定。公路隧道明洞填土不小于2.0m。5.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:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10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。6.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 000L1 000 m;隧道：l 000L500 m;短隧道：L500 m故应选择ABCD。7.山岭隧道浅埋段施工中，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:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10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。8.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。文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10文档编码:CT8R7S4E10G5 HO6V2U1Y9A8 ZB3L7K2A9Y10