首页 | 本学科首页   官方微博 | 高级检索  
     

用有限单元法分析含断续节理脆性岩体断裂强度
引用本文:何江达,范景伟. 用有限单元法分析含断续节理脆性岩体断裂强度[J]. 四川大学学报(工程科学版), 1992, 0(2)
作者姓名:何江达  范景伟
作者单位:成都科技大学水电学院水利工程系,成都科技大学水电学院水利工程系
基金项目:国家“七·五”科技攻关项目基金资助课题
摘    要:本文针对含断续节理脆性岩体的结构特征及力学性状,讨论了用有限单元法分析该类岩体断裂强度所遇到的若干问题,并介绍了相应的处理方法和有限元程序。文中还介绍了应用该程序对含一组断续节理石膏模型试验进行模拟计算的成果,以数值分析方法论证了该类岩体的压剪断裂强度特性。

关 键 词:断续节理  有限单元法  断裂强度  石膏模型

The Analysis of Crack Strength of Rock Mass with Intermittent Joints by Finite Element Method
He Jianda Fan Jingwei. The Analysis of Crack Strength of Rock Mass with Intermittent Joints by Finite Element Method[J]. Journal of Sichuan University (Engineering Science Edition), 1992, 0(2)
Authors:He Jianda Fan Jingwei
Affiliation:He Jianda Fan Jingwei
Abstract:In accordence with the structural characteristics and the mechanical beha- vior of rock mass with intermittent joints,this paper discuses a number of the problems in the analysis of crack strength of the rock mass by means of the method of finite element,and at the same time,presents the correspo- ding processing method and program of finite element. Based on the resuts of numerical analysis for gypsum model with a group of intermittent joints using the program,the properties of compressive shear strength of this class of rock mass is also provad in the paper.
Keywords:intermittent joints  finite element method  fracture mechanics  crack strength  gypsum model
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号