Three-dimensional numerical simulation of deep excavation adjacent to viaduct foundation

Huazhong Keji Daxue Xuebao (Ziran Kexue Ban)/Journal of Huazhong University of Science and Technology (Natural Science Edition)

Volumn 38, Issue 6, 2010, Pages

  Yang, Qingnian ^a,b   Zheng, Junjie ^a   Ding, Lieyun ^a   Zhang, Rongjun ^a  

^a HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (China)

^b NANYANG INSTITUTE OF TECHNOLOGY   (China)

Author keywords

Deformation characteristics; Diaphragm wall; Foundation pit excavation; Numerical simulation; Pile foundation; Viaduct

Indexed keywords

DEEP EXCAVATION; DEFORMATION CHARACTERISTICS; DESIGN AND CONSTRUCTION; DIAPHRAGM WALL; EMBEDDED DEPTH; EXCAVATION AND SUPPORT; FINE SAND; FINITE DIFFERENCE; FOUNDATION PITS; LATERAL DISPLACEMENTS; LATERAL MOVEMENT; NUMERICAL RESULTS; NUMERICAL SIMULATION; SOFTWARE FLAC 3D; SUPPORT STRUCTURES; THREE-DIMENSIONAL NUMERICAL SIMULATIONS; UNDERGROUND DIAPHRAGM WALL;

BRIDGES; DEFORMATION; DIAPHRAGMS; EXCAVATION; NUMERICAL ANALYSIS; PILE FOUNDATIONS; PILES; RAILROADS; SOIL STRUCTURE INTERACTIONS; SUBWAY STATIONS; THREE DIMENSIONAL; UNDERGROUND STRUCTURES; UNDERPASSES;

MATHEMATICAL MODELS;

EID: 77954372056     PISSN: 16714512     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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