Application of 3D coupling model of seepage and stress for simulating deep foundation fits dewatering

Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering

Volumn 24, Issue 7, 2005, Pages 1196-1201

  Feng, Xiao La ^a   Xiong, Wen Lin ^b   Hu, Tao ^c   Shen, Jiang Tao ^c  

^a CHINA UNIVERSITY OF GEOSCIENCES   (China)

^b Hubei Communications Technical College   (China)

^c Wuhan Research Institute of Machinery Technology   (China)

Author keywords

3D coupling model of seepage and stress; Deep foundation pits dewatering; Settlement; Soil mechanics; Water level

Indexed keywords

COMPUTER SIMULATION; DRAINAGE; FINITE ELEMENT METHOD; FOUNDATIONS; MATHEMATICAL MODELS; ROADS AND STREETS; SEEPAGE; SETTLEMENT OF STRUCTURES; STRESSES; THREE DIMENSIONAL; WATER LEVELS;

3D COUPLING MODEL; DEEP FOUNDATION FITS DEWATERING; DEWATERING EXCAVATION; IMPERVIOUS CURTAIN; NUMERICAL SIMULATION; ZHONGSHAN PUBLIC SQUARE;

SOIL MECHANICS;

EID: 17944370526     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (6)

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3. Gambolati G, Monaco A, Galeati G, et al. New approaches and applications in subsurface flow modeling: 3D finite element analysis of dewatering for an electro-nuclear plant[A]. In: Groundwater Flow and Quality Modeling[C]. Boston.: D. Reidel Publishing Co., 1998. 11-15.
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