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大型滑坡施工期监测系统设计及测试成果分析
引用本文:李邵军,李 勇,王虎法.大型滑坡施工期监测系统设计及测试成果分析[J].岩土力学,2006,27(Z2):301-305.
作者姓名:李邵军  李 勇  王虎法
作者单位:1.中国科学院武汉岩土力学研究所,武汉 430071; 2.中国地质科学院探矿工艺研究所,成都 610081; 3. 中铁十八局集团第二工程有限公司,唐山,063030
基金项目:中国科学院知识创新工程重要方向性项目(编号:KJCX3-SW-L1-3),国家重点基础研究发展规划((973)项目(2002CB412708)。
摘    要:八尺门滑坡是福建省内迄今所发生的最大公路滑坡,监测是滑坡动态设计和信息化施工的重要内容。在该滑坡施工治理过程中建立了一个大型的滑坡监测系统,为此详细介绍了监测系统设计、现场监测布设及测试方法,开展了包括地表位移、滑体和抗滑桩深部水平位移、抗滑桩土压力、锚索受力、裂缝及地下水位变化等多项目的监测,基于对典型监测成果的综合分析,给出了滑坡的滑动方向、滑面位置、滑坡位移变化、锚索受力及地下水位变化情况等,为滑坡动态设计提供了直接依据,并确保了现场施工和滑坡上的居民安全,有效节约了工程成本。研究成果为相关的滑坡监测工程提供了重要的借鉴意义。

关 键 词:大型滑坡  监测  系统设计  测试成果分析  
收稿时间:2006-12-28

Monitoring system design and test results analysis of a large scale landslide during remedial construction
LI Shao-jun,LI Yong,WANG Hu-fa.Monitoring system design and test results analysis of a large scale landslide during remedial construction[J].Rock and Soil Mechanics,2006,27(Z2):301-305.
Authors:LI Shao-jun  LI Yong  WANG Hu-fa
Institution:(1. Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071, China; (2. The Institute of Exploration Technology of CAGS, Chengdu 610081, China; 3. The Second Company Limited of China Railway 18th Bureau Group, Tangshan 063030, China
Abstract:Bachimen landslide, located in Fujian Province, China, is the current largest landslide occurred during the highway construction; monitoring is the important content among landslide dynamic design and information construction. A large scale monitoring system is built in this landslide, this paper discusses the monitoring system design, in situ layout of monitoring facilities and testing methods in detail. Monitoring items consist of surface displacement, horizontal displacement of landslide body and anti-sliding piles, soil pressure behind anti-sliding piles, tensile force of anchor cables, cracks and underground water level. Based on the synthetic analysis of typical monitoring results, sliding direction, slip surface, displacement of landslide body, the variation of anchor cables’ force and underground water level are all obtained, which provides direct proofs not only for dynamic remedial design, but also for the safety construction. Furthermore, the monitoring system makes it possible for the landslide deformation and residents’ on the landslide are all far away from abnormal serious condition. In the result, the remedial construction keeps safe and engineering cost is greatly saved, which will provide significant reference for those relevant landslide monitoring projects.
Keywords:large scale landslide  monitoring  system design  analysis of monitoring results  
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