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三峡工程船闸高边坡岩体稳定性预测方法研究
引用本文:李义连,满作武,薛果夫.三峡工程船闸高边坡岩体稳定性预测方法研究[J].地质科技情报,1998(Z2).
作者姓名:李义连  满作武  薛果夫
作者单位:中国地质大学工程学院,长江水利委员会三峡勘测研究院
基金项目:长江三峡水利枢纽施工期勘测科研项目
摘    要:三峡船闸高边坡岩体稳定性主要影响因素为结构面发育情况。施工期地质超前预报,着重从结构面网络角度进行处理,其方法为:编录统计整理结构面,建立高边坡的三维立体网络图形;岩体质量分析,进行概率模型与确定性模型的耦合模拟;块体判断分析,对临空面块体、内部块体进行判断、搜索、分析;稳定性计算分析。

关 键 词:高边坡  稳定性  预报  三峡工程

RESEARCH ON FORECAST METHODS OF HIGH SLOPE ROCK STABILITY OF SHIPLOCKS OF THREE GORGES PROJECT
Li Yilian.RESEARCH ON FORECAST METHODS OF HIGH SLOPE ROCK STABILITY OF SHIPLOCKS OF THREE GORGES PROJECT[J].Geological Science and Technology Information,1998(Z2).
Authors:Li Yilian
Abstract:The stability of high slope rock of Three Gorges shiplocks is mainly controlled by discontinuity in rock, so stability or unstability forecast of shiplock slopes should be done from processing and analyzing network during construction The methods include generating three dimension network graphics of whole shiplock slopes by using discontinuity network software,analyzing rock quality by modelling with coupling probability and determinate models,searching and analyzing surface block and inner block ,and calculating block stability coefficient
Keywords:high slope  stability  forecast  Three Gorges Project  
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