Numerical analysis of influence of building distance on superstructure and rock slope subgrade
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Numerical analysis of influence of building distance on superstructure and rock slope subgrade
Vol. 30, Issue S2, (2009)
作者机构:
重庆大学 土木工程学院,重庆,400045
作者简介:
基金信息:
DOI:
CLC:TU470
Online First:21 June 2011,
Published:2009
稿件说明:
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DENG An-fu, ZHENG Bing, ZENG Xiang-yong. Numerical analysis of influence of building distance on superstructure and rock slope subgrade[J]. 2009, 30(S2).
DOI:
DENG An-fu, ZHENG Bing, ZENG Xiang-yong. Numerical analysis of influence of building distance on superstructure and rock slope subgrade[J]. 2009, 30(S2).DOI:
Numerical analysis of influence of building distance on superstructure and rock slope subgrade
With the development of cities in mountainous area
some buildings have to be situated on rock slope subgrade in order to save land. Interaction of slope subgrade and the building become a realistic research project. By using finite element method
interaction of a frame structure and raft foundation with homogeneous rock slope subgrade is computed. The computation examples are considered in 2m
5m and 8m building distance circumstances. Rock slope subgrade is a 10 meters high vertical slope and foundation is raft. In interaction analysis
the interface of superstructure
raft foundation and slope subgrade satisfied the force balance and deformation compatibility requirements. In three building distances circumstances
strength and deformation development of the slope subgrade are researched. The internal force and deformation of raft foundation and superstructure are researched simultaneously. Some conclusions are drawn
so as to offer for reference in related engineering practice