Research on soil arch of anti-slide pile structure with methods of separation and combination
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Research on soil arch of anti-slide pile structure with methods of separation and combination
Vol. 33, Issue 10, (2012)
作者机构:
中山大学 应用力学与工程系,广州,510006
作者简介:
基金信息:
DOI:
CLC:U213.1+52.1
Online First:19 October 2012,
Published:2012
稿件说明:
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LIN Zhi-ping, LIU Zuo-qiu, SHANG Qiu-ting. Research on soil arch of anti-slide pile structure with methods of separation and combination[J]. 2012, 33(10).
DOI:
LIN Zhi-ping, LIU Zuo-qiu, SHANG Qiu-ting. Research on soil arch of anti-slide pile structure with methods of separation and combination[J]. 2012, 33(10).DOI:
Research on soil arch of anti-slide pile structure with methods of separation and combination
end bearing arch and united arch of anti-slide pile structures are established with FLAC3D. Differences and similarities between three arches about formation
development and law of effect factors are researched comparatively
as well as the combination mechanism of each single one. The results show that the united arch’s development starts with the frictional arch’s forming and ends with the end bearing arch’s breaking. And during all the progresses
each single arch exists and occupies some dominant areas severally. The united arch’s distribution
limit capacity and plasticity zone are almost made up of the two single arches’. Different factors have different influences on both quality and quantity of the same arch
while the same factor has different influences on different arches only quantitatively. So a new method which can help us come to understand it much better is put forward by separating the united arch and combining the two single ones.