Numerical study on effect of joints on blasting wave propagation in rock mass

ZHANG Xiu-li; JIAO Yu-yong; LIU Quan-sheng; LIU Bao-li

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Numerical study on effect of joints on blasting wave propagation in rock mass

更新时间：2026-06-25

- Numerical study on effect of joints on blasting wave propagation in rock mass
- Vol. 29, Issue 3, (2008)
- 作者机构：
  
  1. 中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,武汉,430071
  2. 科学出版社,北京,100717
- 作者简介：
- 基金信息：
- DOI：
  CLC： O382
- Online First：19 July 2013，
  
  Published：2008
- 稿件说明：
移动端阅览
ZHANG Xiu-li, JIAO Yu-yong, LIU Quan-sheng, et al. Numerical study on effect of joints on blasting wave propagation in rock mass[J]. 2008, 29(3).
DOI：

ZHANG Xiu-li, JIAO Yu-yong, LIU Quan-sheng, et al. Numerical study on effect of joints on blasting wave propagation in rock mass[J]. 2008, 29(3). DOI：

摘要

采用加入无反射边界条件的DDA程序，研究了节理面对应力波传播的影响。结果表明，节理面能阻碍波的传播，有利于波的衰减，节理面越多，波的反射越强，而波的透射越弱。模拟了一个现场爆炸试验，研究爆炸产生的应力波在节理岩体中传播、衰减的规律，模拟结果与现场试验结果比较吻合。研究表明，DDA方法可以模拟节理面对应力波传播的阻碍作用，用它来模拟爆炸波在节理岩体中的传播是适用的。

Abstract

The discontinuous deformation analysis (DDA) method embedded with viscous boundary condition is used to simulate blasting wave propagation in jointed rock mass. The effect of the joints on wave propagation is studied; and the results show that the joints existing in rock mass are beneficial to wave attenuation. The more joints rock mass contains

the stronger wave reflection is

and the weaker wave transmission is. A field test of underground blast is numerically investigated; the simulated results are compared with the test data; and the law of blasting wave propagation and attenuation is obtained. The results indicate that DDA is applicable to simulate the propagation and attenuation of blasting waves in jointed rock mass.

关键词

Keywords

references

Views

1509

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Numerical simulation of rock blasting in jointed rock mass by DDA method

Structure effects of random joint network rock mass on seismic response of underground caverns

Analysis of deformation characteristics of prestressed anchor bolt based on shear test

Permeability tensor and seepage properties for jointed rock masses based on discrete fracture network model

Similar material test study of dynamic failure of jointed rock mass with SHPB

Related Author

NING You-jun

YANG Jun

CHEN Peng-wan

CUI Zhen

LENG Xian-lun

ZHU Ze-qi

SHENG Qian

ZHANG Wei

Related Institution

State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology

Power China Huadong Engineering Corporation

Zhejiang HydroChina - Itasca R and D Center

School of Civil Engineering, Tianjin University

Shandong Electric Power Engineering Consulting Institute Co. Ltd.

AI问答

⁰