Program for joint network simulation and its application to dynamic response analysis of underground caverns
|更新时间:2026-06-25
|
Program for joint network simulation and its application to dynamic response analysis of underground caverns
Vol. 32, Issue 9, (2011)
作者机构:
山东大学 土建与水利学院,济南,250061
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:13 September 2011,
Published:2011
稿件说明:
移动端阅览
JIA Chao, WANG Zhi-peng, ZHU Wei-shen. Program for joint network simulation and its application to dynamic response analysis of underground caverns[J]. 2011, 32(9).
DOI:
JIA Chao, WANG Zhi-peng, ZHU Wei-shen. Program for joint network simulation and its application to dynamic response analysis of underground caverns[J]. 2011, 32(9).DOI:
Program for joint network simulation and its application to dynamic response analysis of underground caverns
the influence of rock joint development on the project is drawing more and more attention; and network simulation of rock joints is an important means for this kind of problem. Mechanical models can be set up based on discontinuity network models; and then fine numerical simulating work can be carried out
which is an attractive direction in rock mechanics. Based on statistical theory of rock structure
this paper develops its own Visual Basic program for analyzing joint network simulation which can visually represents the mass distribution of joint within the rock
and can creates executable data documents which can be combined with discrete elements software. An example of an underground cavern is analyzed under the condition of static load and earthquake load; and the stress and displacement changes of the surrounding rock of cavern during different periods can be obtained. The studying method and results can be instructive to the research of deformation and failure mechanism of underground cavern surrounding rock and the design of earthquake resistant engineering