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岩体质量参数m,s值确定及其对岩体强度影响研究
引用本文:黄秋枫,胡海浪,李建林.岩体质量参数m,s值确定及其对岩体强度影响研究[J].西北水电,2008(1):13-17.
作者姓名:黄秋枫  胡海浪  李建林
作者单位:三峡大学土木水电学院,湖北宜昌,443002
摘    要:在前人研究成果的基础上归纳总结了几种确定岩体质量参数m,s值的方法,并结合长江三峡工程永久船闸高边坡岩体,进行岩体质量参数m,s值对岩体强度影响的研究,得到岩体质量参数m,s值与Hoek—Brown强度包络线以及瞬时内摩擦角φi等之间的一些变化规律。对于研究岩体质量参数对岩体强度的影响有一定的应用价值和参考价值。

关 键 词:岩体质量参数  岩体强度  Hoek—Brown强度准则  包络线  瞬时内摩擦角
文章编号:1006-2610(2008)01-0013-05
修稿时间:2007年3月23日

Study on determination of rock quality parameter m,s value and impact on rock mass strength
HUANG Qiu-feng,HU Hai-lang,LI Jian-lin.Study on determination of rock quality parameter m,s value and impact on rock mass strength[J].Northwest Water Power,2008(1):13-17.
Authors:HUANG Qiu-feng  HU Hai-lang  LI Jian-lin
Affiliation:HUANG Qiu - feng, HU Hai - tang, LI Jian - tin (School of Civil & Hydropower Engineering, China Three Gorges University, Yiehang 443002, China)
Abstract:Based on the research works of predecessors, some methods of determining rock quality parameter m, s value are induced and summed up. The study of impact on the rock quality parameter m, s value to rock strength are executed in combination with high rock slope of the permanent navigation lock for Three Gorges Project on the Yangtse River. Then variable patterns are not only obtained m, s value to Hoek- Brown strength envelope curve, but m, s value to instantaneous internal friction angle φi. There have certain applications and references to study the impact on rock quality parameter to rock strength.
Keywords:rock quality parameter  rock strength  Hoek- Brown strength criterion  envelope curve  instantaneous internal frictionangle
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