Design and Monitoring of Deep Excavation of Suzhou Jiaotong Bank Building

›› 2012, Vol. 26 ›› Issue (6): 18-21.

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Design and Monitoring of Deep Excavation of Suzhou Jiaotong Bank Building

WU Yang1,2, WANG Baojun1, PANG Youshi3, KE Jiewei4

（1.Nanjing University, Nanjing 210093; 2.East China Mineral Exploration and Development Bureau, Nanjing 210007;3.Nanjing Boyan Environment Engineering Co., Ltd., Nanjing 210007;4. PLA 73669, Nanjing 211131）

Received:2012-06-25 Online:2012-12-20 Published:2012-12-25

Abstract

Abstract: Thick layers of soil clay and silty clay are presented underneath the proposed deep excavation site of Suzhou Jiaotong Bank building. Based on the subsurface conditions and surrounding environments, the combination of soldier pile and diaphragm wall is selected as the excavation supporting structure. The deep excavation was monitored during the construction.

Key words: Deep Excavations, Excavation Support, Construction Monitoring, Excavation Deformations

WU Yang1,2, WANG Baojun1, PANG Youshi3, KE Jiewei4. Design and Monitoring of Deep Excavation of Suzhou Jiaotong Bank Building[J]. , 2012, 26(6): 18-21.

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Design and Monitoring of Deep Excavation of Suzhou Jiaotong Bank Building

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