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319国道龙岩市新罗区龙门考塘滑坡监测初步探讨
引用本文:吴金柱.319国道龙岩市新罗区龙门考塘滑坡监测初步探讨[J].探矿工程(岩土钻掘工程),2000(Z1):58-61.
作者姓名:吴金柱
作者单位:福建省地质工程勘察院,福建福州,350002
基金项目:国家地质大调查项目(1/50万环境地质调查)(0299135012)
摘    要:介绍了319国道龙岩市新罗区龙门考塘滑坡监测的内容、仪器及方法,分析了长达一年的监测成果,阐明滑坡位移与降雨量、地下水水位变化与降雨量、水位与滑坡位移、水温变化与滑坡位移的关系,并可根据地下深部位移监测成果推断主滑面.

关 键 词:滑坡监测  地下水位位移
文章编号:1000-3746(2000)1-0058-04
修稿时间:2000年6月15日

Preliminary Exploration on the Monitoring of the Kaotang Landslide along No.319 State Road, Longmen, Xinluo District, Longyan City
WU Jin,gui.Preliminary Exploration on the Monitoring of the Kaotang Landslide along No.319 State Road, Longmen, Xinluo District, Longyan City[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2000(Z1):58-61.
Authors:WU Jin  gui
Abstract:The monitoring contents, instruments and methods are deseribed of the Kaotang Landslide along No.319 State Road, Longmen, Xinluo District, Longyan city. The monitoring results of one year are examined. The relationship between the landslide displacement and the rainfall, ground water table change and rainfall, water level and landslide displacement, water temperature change and landslide displacement, is explained. The main slide face can be determined on the basis of the deep displacement monitoring results.
Keywords:landslide monitoring  ground water table  displacementp  
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