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《Chinese Journal of Geotechnical Engineering》 2006-S1
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Retaining structures combined pile-anchor with soil nails considering vertical soil arch

WANG Li-ming1,GAO Guang-yun1,GUO Yuan-cheng2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.School of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China)  
The concept of the vertical soil arch was brought forward to study the pile-anchor retaining structures in order to reduce the construction cost.The loads on the soil arch were simplified by analyzing the mechanism of soil arch.It was deduced that the soil arch was half an ellipse located between the anchor and the bottom of the foundation pit.Usually,the longer axis is in the vertical direction,and the proportion between the longer axis and the shorter is determined on the anchor relative location and the soil property.Hence,the problem how to design the soil nail was studied,and the conclusion could be helpful to the actual design for pile-anchor retaining structures and to the further researches on the local earth pressures of multiprurpose retaining structures,combined retaining with anchor and soil nail,etc.
【Fund】: 上海市重点学科(岩土工程)建设资助项目
【CateGory Index】: TU476
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