›› 2012, Vol. 33 ›› Issue (9): 2736-2742.

• Geotechnical Engineering • Previous Articles     Next Articles

A computation method of equivalent depth for pit-in-pit excavation structural design in soft ground of Shanghai

XU Yi-zhi1, 2, LIAO Shao-ming1, 2, ZHOU Xiao-hua3, SHEN Ming-liang1, 2   

  1. 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 3. China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, China
  • Received:2011-04-23 Online:2012-09-11 Published:2012-09-12

Abstract: 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.

Key words: pit-in-pit, equivalent depth, equivalent depth coefficient, equivalent impact angle, deformation control

CLC Number: 

  • TU 470
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