[1]张会刚,姜志玲,张强,等.走马岭隧道围岩变形监测及工程地质评价[J].水土保持研究,2006,13(06):195-197,200.
ZHANG Hui-gang,JIANG Zhi-ling,ZHANG Qiang,et al.The Surrounding Rock Deformation Monitor and Engineering Geology Evaluation of Zoumaling Tunnel[J].Research of Soil and Water Conservation,2006,13(06):195-197,200.
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《水土保持研究》[ISSN:1005-3409/CN:61-1272/P]
卷:
13
期数:
2006年06期
页码:
195-197,200
栏目:
出版日期:
1900-01-01
- Title:
-
The Surrounding Rock Deformation Monitor and Engineering Geology Evaluation of Zoumaling Tunnel
- 作者:
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张会刚1, 姜志玲2, 张强3, 靳小光4
-
1. 铁道第二勘测设计院地勘分院地质二所, 成都, 610031;
2. 华东交通大学电气学院, 南昌, 330013;
3. 成都理工大学, 成都, 610059;
4. 重庆大学, 重庆, 610072
- Author(s):
-
ZHANG Hui-gang1, JIANG Zhi-ling2, ZHANG Qiang3, JIN Xiao-guang4
-
1. The Second Survey & Design Institute of China Railways, Chengdu 610031, China;
2. East China Jiaotong University, Nanchang 330013, China;
3. Chengdu University of Technology, Chengdu 610059, China;
4. Chongqing University, Chongqing 610072, China
-
- 关键词:
-
走马岭隧道; 施工工程地质; 围岩变形监测; 优化二次支护时间
- Keywords:
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Zoumaling tunnel; construction engineering geology; surrounding rock deformation monitor; majorized quadratic bearing time
- 分类号:
-
TU412
- 摘要:
-
基于隧址区地质环境条件的复杂性,有必要进行施工围岩变形监测。系统地介绍了隧道围岩变形监测的原理和方法分析;并以走马岭隧道施工过程的深部围岩变形监测为依据,获取围岩动态综合信息以分析围岩变形规律,指导施工;提出围岩变形监测为隧道大变形预测、优化二次支护时间等提供科学依据和施工建议,是岩土工程信息化设计、施工的重要手段。
- Abstract:
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Based on the complexity of geological environmental conditions of Zoumaling tunnel,it is necessary to monitor the deformation of deep surrounding rock.The principle and method are presented by the numbers and surrounding rock dynamic composite information of the tunnel is obtained and transformation disciplinarian of surrounding rock is analyzed based on Zoumaling road tunnel engineering practice of deep surrounding rock deformation monitor.Surrounding rock deformation monitor offers the scientific basis for large deformation and majorized quadratic bearing time and rational suggestion in safety tunnel construction,which is an important method of geotechnical engineering information design and construction.
参考文献/References:
[1] 钟长平, 许汉才.围岩松驰变形影响因素初探[J].西安公路学院学报, 1994, 14(1):14-18.
[2] 张倬元, 王士天, 王兰生.工程地质分析原理[M].北京:地质出版社, 1994.
[3] 王忠勋.隧道围岩变形监控量测的实践[J].铁道建筑, 2000, (2):7-10.
[4] 陈炳祥.隧道施工围岩稳定与适时支护[J].铁道标准设计, 2000, 20(11):25-28.
[5] 胡时友, 姜昭群.围岩监控量测技术在浅埋大断面公路隧道中的应用[J].探矿工程, 1994, (2):16-18.
[6] 吉随旺.铁路隧道的施工工程地质及围岩量测数据处理系统[J].地质灾害与环境保护, 1998, 9(1):61-64.
[7] 靳晓光, 王兰生, 卫宏.公路隧道围岩变形监测及其应用[J].中国地质灾害与防治学报, 2000, 11(1):19-23.
更新日期/Last Update:
1900-01-01