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拉西瓦水电站岩体力学参数选择研究
引用本文:刘润福,孔令贵,董丽萍.拉西瓦水电站岩体力学参数选择研究[J].西北水电,2007(1):17-21.
作者姓名:刘润福  孔令贵  董丽萍
作者单位:西北院工程勘察研究分院岩土试验研究中心,兰州,730050
摘    要:拉西瓦水电站坝型为双曲薄拱坝,坝基及坝肩主要岩体为印支期粗粒花岗岩,对其进行了大量室内和现场岩体力学试验,全面系统地对试验成果进行数理统计和计算分析研究,获得了建基岩体的变形特征、抗剪强度及岩体的分类。提出了对岩体力学试验方法的改进措施及力学参数选取方法的建议。

关 键 词:基岩  岩体分类  岩体力学试验  变形模量  抗剪参数
文章编号:1006-2610(2007)01-0017-05
收稿时间:2006-12-17
修稿时间:2006年12月17

Selection of rock mechanics parameters for Laxiwa hydropower station
LIU Run-fu,KONG Ling-gui,DONG Li-ping.Selection of rock mechanics parameters for Laxiwa hydropower station[J].Northwest Water Power,2007(1):17-21.
Authors:LIU Run-fu  KONG Ling-gui  DONG Li-ping
Affiliation:Engineering Investigation Research Institute of Northwest Hydro Consulting Engineers, CHECC, Lanzhou 730050, China
Abstract:Laxiwa project is of thin double-curvature arch dam and its main rock mass is coarse-grained granite in Indosinian epoch at dam foundation and abutments.Thus,a large amount of indoor and in situ rock mechanics tests were carried out,and mathematical statistics analysis and computational analysis of test results were fully and systematically made to achieve deformation behaviour and shear strength of the foundation rock mass as well as rock mass classification.Improvement of rock mechanics methods and selection of mechanics parameters are presented.
Keywords:bedrock  rock mass classification  rock mechanics  deformation modulus  shear parameter  
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