首页 | 本学科首页   官方微博 | 高级检索  
     检索      

果子沟1~#隧道南口工程地质安全评价
引用本文:张文,颜宇森,慎乃齐,张彬.果子沟1~#隧道南口工程地质安全评价[J].地质与勘探,2008,44(5):91-96.
作者姓名:张文  颜宇森  慎乃齐  张彬
作者单位:1. 中国地质大学,北京,100083;青海师范大学,西宁,810008
2. 中国地质环境监测院,北京,100081
3. 中国地质大学,北京,100083
基金项目:国家自然基金项目(编号:40761010)资助
摘    要:对位于新疆霍城县约50 km处西气东输二线工程果子沟1#隧道南口的地质安全进行研究.1#隧道所处区域为北天山褶皱带中山峡谷区,工程地质条件复杂,岩层主要为石灰岩.工程地质安全隐患为进硐口的危岩崩塌、不稳定斜坡、弃渣边坡和围岩稳定性.对隧道围岩计算得出岩体强度应力比均大于6,该隧道围岩能够承受围岩应力的作用,不会产生过大的整体塑性变形、剪切及弯折等变形破坏,但围岩中存在分离块松动坍塌的可能性,从预防、治理和监测三个方面提出了对策建议.

关 键 词:围岩稳定性  围岩分类法  工程地质  工程地质安全

SECURITY EVALUATION OF ENGINEERING GEOLOGY IN THE SOUTH ENTRANCE OF GUOZIGOU NO.1 TUNNEL
ZHANG Wen,YAN Yu-sen,SHEN Nai-qi,ZHANG Bin.SECURITY EVALUATION OF ENGINEERING GEOLOGY IN THE SOUTH ENTRANCE OF GUOZIGOU NO.1 TUNNEL[J].Geology and Prospecting,2008,44(5):91-96.
Authors:ZHANG Wen  YAN Yu-sen  SHEN Nai-qi  ZHANG Bin
Institution:1.China University of Geosciences;Beijing 100083;2.Qinghai Normal University;Xi'ning 810008;3.China Institute of Geo-environment Monitoring;Beijing 100081
Abstract:The south entrance of Guozigou No.1 Tunnel,50km away from Huocheng County in Xinjiang,in the Pipeline Project II of West To East Gas Transportation was located in the middle mountain and steep gorge area of north Tianshan folding belt.Engineering geological conditions in the Guozigou tunnel No.1 were complicated.Country rocks are mainly limestone.There exist some crag rockfall,unstable slope,tunnel construction dregs' slop and country rock stability in the entrance of Guozigou No.1 tunnel.As strength stress...
Keywords:country rock stability  country rock classification  engineering geology  engineering geology security  
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《地质与勘探》浏览原始摘要信息
点击此处可从《地质与勘探》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号