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基于统计损伤的岩爆预测
引用本文:梁志勇,石豫川,李天斌.基于统计损伤的岩爆预测[J].工程地质学报(英文版),2005,13(1):85-88.
作者姓名:梁志勇  石豫川  李天斌
作者单位:辽宁省交通勘测设计院,沈阳,110000;成都理工大学环境与土木工程学院,成都,610059
基金项目:四川省杰出青年学科带头人培养计划
摘    要:基于岩石单轴抗压强度的分布特征,对脆性岩石采用统计损伤的平行杆模型模拟,经岩石全过程曲线拟合,表明了 模型的合理性。进而提出采用平行杆模型模拟地下深埋洞室脆性围岩,推出了不同应力条件下岩体损伤的表达式,从统计损 伤的概念上,利用损伤变量来表征岩爆发生概率。工程实例分析表明该预测方法是有效的。

关 键 词:平行杆模型  统计损伤  岩爆概率预测
文章编号:1004-9665/2005/13(01)-0085-04
收稿时间:2004-07-27
修稿时间:2004年7月27日

PROBABILITY PREDICTION OF ROCKBURSTS BASED ON STATISTICAL DAMAGE MECHANICS
Liang Zhiyong,SHI Yuchuan,LI Tianbin.PROBABILITY PREDICTION OF ROCKBURSTS BASED ON STATISTICAL DAMAGE MECHANICS[J].Journal of Engineering Geology,2005,13(1):85-88.
Authors:Liang Zhiyong  SHI Yuchuan  LI Tianbin
Institution:1.Liaoning Provincial Communications Survey &|Design Institute,Shenyang 110000;2.Institute of Environment and Civil Engineering,Chengdu University of Technology,Chengdu 610059
Abstract:Based on the probability distribution of the uniaxial compressive strength of the rock, the authors present a parallel-pole model of statistical damage to simulate the brittle rock. The calculated stress-strain relationship based on the statistic damage matches well with test results. The parallel-pole model was then used to simulate the surrounding rockmass of a tunnel. The damage variables were derived for different stress conditions. From the concept of statistic damage, the damage variables represent probability of rockbursting.
Keywords:Parallel-pole model  Statistical damage  Probability prediction
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