Analysis of the zoning excavation monitoring data of a narrow and deep foundation pit in a soft soil area

Author:

Ding Zhi1,Jin Jieke1,Han Tong-Chun2

Affiliation:

1. Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015, People’s Republic of China

2. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou, 310058, People’s Republic of China

Funder

the financial support from the Zhejiang Natural Science Foundation

Hangzhou Science and Technology Plan Project

Chinese National Natural Science Foundation

Publisher

Oxford University Press (OUP)

Subject

Management, Monitoring, Policy and Law,Industrial and Manufacturing Engineering,Geology,Geophysics

Reference27 articles.

1. Construction induced movements of in situ walls;Clough,1990

2. Deformation characteristics of Zhejiang soft soil deep foundation pits and their predictive analysis;Ding;Rock Soil Mech.,2015

3. Monitoring and analysis of deep foundation pit at Xintang Road-Jingfang Road cross of Hangzhou metro;Ding;Chin. J. Geotech. Eng.,2013

4. Three-dimensional numerical analysis of deep excavations with cross walls;Hsieh;Acta Geotech.,2013

5. A simplified plane strain analysis of lateral wall deflection for excavations with cross walls;Hsieh;Can. Geotech. J.,2012

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