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《GEOTECHNICAL ENGINEERING TECHNIQUE》 1999-04
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Analysis of Ground Settlement around Deep Foundation-pit

Zhang Shanggen Chen Zhilong et al  
The method of calculating ground settlement caused by wall deformation presented. The details on reducing settlement are also discussed
【CateGory Index】: TU478
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【References】
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1 LI Wen-guang1,HU Chang-ming2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,P.R.China;2.School of Civil Engineering,Xi'an University of Arch.& Tech.,Xi'an 710055,P.R.China);Surface Subsidence Caused by Dewatering in Deep Foundation Pit[J];Chinese Journal of Underground Space and Engineering;2008-01
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1 MA Tao, YANG Jun-sheng, LIU Bao-chen, YAN Li ( Changsha University of Science & Technology, Changsha 410076, China; Central South University, Changsha 410075, China);Summary And Prospects of The Study on Effects of Urban Tunneling on Adjacent Underground Utilities[A];[C];2004
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