东北大学学报（自然科学版）

东北大学学报:自然科学版 ›› 2013, Vol. 34 ›› Issue (1): 127-130.DOI: -

• 论著 • 上一篇    下一篇

基于PFC2D岩质边坡稳定性分析的强度折减法

王培涛1，杨天鸿1，朱立凯2，刘洪磊1   

  1. (1.东北大学资源与土木工程学院，辽宁沈阳110819；2.煤炭科学研究总院沈阳研究院，辽宁沈阳110016)
  • 收稿日期:2012-07-10 修回日期:2012-07-10 出版日期:2013-01-15 发布日期:2013-01-26
  • 通讯作者: 王培涛
  • 作者简介:王培涛(1987-)，男，河北沧州人，东北大学博士研究生；杨天鸿(1968-)男，辽宁抚顺人，东北大学教授，博士生导师.
  • 基金资助:
    国家自然科学基金资助项目(50904013，51174045)；国家自然科学基金重点资助项目(51034001)；中央高校基本科研业务费专项资金资助项目(N090101001，N110601003).

Strength Reduction Method for Rock Slope Stability Analysis Based on PFC2D

WANG Pei-tao1， YANG Tian-hong1， ZHU Li-kai2， LIU Hong-lei1   

  1. 1. School of Resources ＆ Civil Engineering， Northeastern University， Shenyang 110819， China; 2. Shenyang Branch of China Coal Research Institute， Shenyang 110016， China.
  • Received:2012-07-10 Revised:2012-07-10 Online:2013-01-15 Published:2013-01-26
  • Contact: WANG Pei-tao
  • About author:-
  • Supported by:
    -

RichHTML

1

PDF (PC)

1161

摘要： 基于颗粒流离散单元法，将强度折减法引入到边坡稳定性研究中，可以解决应用连续变形分析方法研究存在的缺陷.取特定平均不平衡力比率作为边坡失稳与否判断准则，将颗粒间粘结强度及摩擦系数进行折减，以边坡岩体出现失稳破坏且断裂面贯通作为失稳判断准则，一方面能够对边坡局部危险区域予以定性预测，另一方面监测边坡变形到破坏的失稳过程，最终定量分析边坡稳定性.结合黑山铁矿现场边坡稳定研究实例，分别研究了边坡开挖扰动前后的边坡变形特征，得到开挖前后边坡安全系数分别为1.803和1.183，与预期结论一致.

关键词: PFC2D, 离散元法, 岩质边坡稳定性, 强度折减法, 数值模拟

Abstract: Strength reduction method was implemented into the particle flow code (PFC2D) that is based on discrete element method (DEM)， to tackle the difficulties for the slope stability analysis based on continuum mechanics. In this regard， the ratio of average unbalanced mechanical force as the failure criteria to judge the unstable failure of slope， the cohesive force and frictional coefficient were reduced to capture the coalescence of fractures， this approach could not only qualitatively judge the local failure of the slope， but also monitor the complete instable failure process of the slope. By means of strength reduction method， safety factor could be finally calculated automatically. The proposed method was applied to the rock slope stability analysis of Heishan metal mine. Slope safety factors under different conditions were obtained respectively. The safety factors of 1.803 and 1.183 before and after the excavation of slope were obtained respectively， which agree with the expectations.

Key words: PFC2D, discrete element method, rock slope stability, strength reduction method, numerical simulation

中图分类号: