Centrifuge modeling of land subsidence caused by the high-rise building group in the soft soil area

Environmental Earth Sciences

Volumn 59, Issue 8, 2010, Pages 1819-1826

  Cui, Zhen Dong ^a,b   Tang, Yi Qun ^b   Yan, Xue Xin ^a  

^a SHANGHAI INSTITUTE OF GEOLOGICAL SURVEY   (China)

^b TONGJI UNIVERSITY   (China)

Author keywords

Centrifuge modeling; High rise building group; Land subsidence; Soft soil foundation; Superimposition effect

Indexed keywords

CENTRIFUGES; CRACKS; GROUNDWATER; PILES; PRESSURE DISTRIBUTION; SOILS; TALL BUILDINGS;

CENTRIFUGE MODELING; HIGH RISE BUILDING; LAND SUBSIDENCE; SOFT SOIL FOUNDATION; SUPERIMPOSITION EFFECT;

SUBSIDENCE;

BUILDING; CENTRIFUGAL MODEL TEST; CRACK; GEOACCUMULATION; HUMAN ACTIVITY; POREWATER; ROAD; SOFT SOIL; SUBSIDENCE;

CHINA; SHANGHAI;

EID: 75149160762     PISSN: 18666280     EISSN: 18666299     Source Type: Journal    
DOI: 10.1007/s12665-009-0163-9     Document Type: Article

References (8)

1. Abdoun T, Dobry R, O'Rourke TD et al (2003) Pile response to lateral spreads: centrifuge modeling. J Geotech Geoenviron Eng 129(1):869-878
2. Cui ZD (2008) Study on the land subsidence caused by the dense high-rise building group in the soft soil area. PhD Thesis, Tongji University
3. Powrie W, Daly MP (2007) Centrifuge modeling of embedded retaining walls with stabilising bases. Geotechnique 57(6):485-497
4. Sharma JS, Bolton MD (1996) Centrifuge modeling of an embankment on soft clay reinforced with a geogrid. Geotext Geomembr 14:1-17
5. Shi X, Wu J, Ye S et al (2008) Regional land subsidence simulation in Su-Xi-Chang area and Shanghai City, China. Eng Geol 100:27-42
6. Tang YQ, Cui ZD (2008a) Model test study of land subsidence caused by the high-rise building group. Bull Eng Geol Environ 67(2):173-179
7. Tang YQ, Cui ZD (2008b) Application of grey theory-based model to prediction of land subsidence due to engineering environment in Shanghai. Environ Geol 55(3):583-593
8. Xue Y, Zhang Y, Ye S et al (2005) Land subsidence in China. Environ Geol 48:713-720