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基于原位监测的边坡滑动原因初步分析

PRIMARY ANALYSIS CAUSES OF SLOPE SLIP BASED ON IN-SITU MONITORING

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【作者】 姜晨光姜忠平王纪明潘吉仁顾建荣王炤文潘月明

【Author】 JIANG Chen-guang,JIANG Zhong-ping,WANG Ji-ming,PAN Ji-ren,GU Jian-rong,WANG Zhao-wen,PAN Yue-ming(Department of Civil Engineering,Southern Yangtze University,Wuxi 214122,China)

【机构】 江南大学土木工程系江南大学土木工程系 江苏无锡214122江苏无锡214122

【摘要】 目前,人们常常借助实验室对边坡滑动的机理进行模拟分析,从而得出各种各样的滑坡模型,这些模型各有千秋、难分伯仲,在适用性方面也各有所长,实践发现,用实验室模型研究成果来代表实际滑坡的代表性误差有时会相当大,甚至有时会出现很大的谬误。从根本上弄清滑坡的实际机理是一个非常重要的问题,以原形监测分析法十余年的原位监测数据为依据,初步分析了边坡滑动的外因与内因,利用数学模拟原理初步总结出了边坡滑动与诸滑坡因素间的关联关系。同时叙述了边坡原位监测的一些行之有效的方法与技术手段(包括GPS、测量机器人等)。

【Abstract】 Presently,scientists often perform the simulated analysis of the mechanism of slope slip with the aid of tests in laboratory.Based on the tests in laboratory,many models of slope slip have been established.The experimental models have different characteristics and different adaptabilities.The representative of actual landslide with laboratory results leaves relatively large errors,even great falsehood,sometimes.How to recognize fundamentally the actual mechanism on landslide is one of the problems on which the author and his research group have studied for more than ten years.The method on which the author and his research group study depend is prototype monitoring analysis method.Based on ten years′ in-situ monitoring data,this article analyzes the external cause and internal cause of landslide,and concludes primarily the relevant relations between the slide and the various factors of landslide with the aid of the mathematic simulation theory are primarily achieved.Also,it depicts some effective methods and techniques on slope slip field monitoring(including GPS,measuring robot,etc.).

【基金】 江南大学211建设科研启动基金重点资助项目(020016);2000年山东省交通科研基金资助项目(LJK–0009)
  • 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2005年S2期
  • 【分类号】TU43
  • 【被引频次】19
  • 【下载频次】312
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