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Volumn 26, Issue SUPPL. 1, 2007, Pages 2927-2934

Three-dimensional seepage numerical simulation of deep foundation pit dewatering in complicated Quaternary loose sediments with great thickness - A case study of dewatering reconstructed foundation pit at Dongjiadu subway of the 4th line in Shanghai

Author keywords

Deep foundation pit dewatering; Numerical simulation; Quaternary loose sediment; Three dimensional seepage field

Indexed keywords

AQUIFERS; COMPUTER SIMULATION; FOUNDATIONS; GROUNDWATER FLOW; SEDIMENTS; SEEPAGE; SUBWAYS; WATER LEVELS;

EID: 34548301918     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (7)

References (11)
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    • FENG Xiaola, XIONG Wenlin, HU Tao, et al. Application of 3D coupling model of seepage and stress for simulation deep foundation fits dewatering[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(7): 1196-1201.(in Chinese)
    • (2005) Chinese Journal of Rock Mechanics and Engineering , vol.24 , Issue.7 , pp. 1196-1201
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  • 2
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    • LUO Jianjun, QU Chengsong, YAO Tianqiang. Dewatering project at the tower building of Shanghai Global Finance Center[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(4): 645-649.(in Chinese)
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  • 3
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    • in Chinese
    • PEI Guihong, WU Jun, LIU Jianjun, et al. Numerical modeling of seepage-stress coupling of deep foundation pit excavation[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(Supp.2): 4975-4978.(in Chinese)
    • (2004) Chinese Journal of Rock Mechanics and Engineering , vol.23 , Issue.SUPPL.2 , pp. 4975-4978
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.