A computation method of equivalent depth for pit-in-pit excavation structural design in soft ground of Shanghai
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A computation method of equivalent depth for pit-in-pit excavation structural design in soft ground of Shanghai
Vol. 33, Issue 9, (2012)
作者机构:
1. 同济大学 地下建筑与工程系,上海,200092
2. 同济大学 岩土及地下工程教育部重点实验室,上海,200092
3. 中铁第四勘察设计院集团有限公司,武汉,430063
作者简介:
基金信息:
DOI:
CLC:TU470
Online First:12 September 2012,
Published:2012
稿件说明:
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XU Yi-zhi, LIAO Shao-ming, ZHOU Xiao-hua, et al. A computation method of equivalent depth for pit-in-pit excavation structural design in soft ground of Shanghai[J]. 2012, 33(9).
DOI:
XU Yi-zhi, LIAO Shao-ming, ZHOU Xiao-hua, et al. A computation method of equivalent depth for pit-in-pit excavation structural design in soft ground of Shanghai[J]. 2012, 33(9).DOI:
A computation method of equivalent depth for pit-in-pit excavation structural design in soft ground of Shanghai
Pit-in-pit excavation is becoming more and more popular
and concerns are increasing on the influence exerted by the interior pit. However
the calculating depth in design remains a puzzle
taking the exterior pit excavation depth is a risk
while the interior is conservative. This paper raises a concept of equivalent depth and two parameters called equivalent depth coefficient and equivalent impact angle based on analysis of various relative position of interior and exterior pit
width and depth of the former
whose feasibility is proved. The equivalent depth converts the pit-in-pit into normal excavation model
and the equivalent depth factor quantifies this kind of conversion.