Numerical manifold method for simulation of excavation unloading in geotechnical engineering
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Numerical manifold method for simulation of excavation unloading in geotechnical engineering
Vol. 27, Issue 2, (2006)
作者机构:
1. 贵州大学 土木建筑工程学院,贵阳,550003
2. 重庆大学 土木工程学院,重庆,400045
作者简介:
基金信息:
DOI:
CLC:TU452
Online First:25 October 2013,
Published:2006
稿件说明:
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ZHU Ai-jun, DENG An-fu, ZENG Xiang-yong. Numerical manifold method for simulation of excavation unloading in geotechnical engineering[J]. 2006, 27(2).
DOI:
ZHU Ai-jun, DENG An-fu, ZENG Xiang-yong. Numerical manifold method for simulation of excavation unloading in geotechnical engineering[J]. 2006, 27(2).DOI:
Numerical manifold method for simulation of excavation unloading in geotechnical engineering
Based on the relative independence of mathematical cover and physical grid
and considering the action of truely existent various equilibrant force in system for system balance
a method of simulation for excavation unloading using numerical manifold method in geotechnical engineering is proposed. Compared with the traditional numerical method
the numerical manifold method need not calculate the released load on excavation face
need not prepare special element for unloaded material part; simple mathematic grid can meet the arbitrary course of excavation; so it is more convenient and effective; at the same time
high-order manifold method has better precision for excavation.