Response of carrying capacity of piles induced by adjacent Metro tunneling

Mining Science and Technology

Volumn 19, Issue 2, 2009, Pages 176-181

  YANG, Xiao jie ^a   DENG, Fei huang ^b   WU, Jia jia ^a   LIU, Jian ^a   WANG, Fu qiang ^a  

^a CHINA UNIVERSITY OF MINING AND TECHNOLOGY   (China)

^b Architectural Design Institute Co Ltd of Huizhou   (China)

Author keywords

axial force of pile; carrying capacity of pile; numerical simulation; pile foundation; side friction force of pile; tip resistance of pile; tunnel

Indexed keywords

AXIAL FORCE OF PILE; CARRYING CAPACITY OF PILE; NUMERICAL SIMULATION; SIDE-FRICTION FORCE OF PILE; TIP RESISTANCE OF PILE;

ACTIVATION ANALYSIS; AXIAL FLOW; AXIAL LOADS; CONCRETE CONSTRUCTION; FRICTION; GEOLOGIC MODELS; IMPACT RESISTANCE; MATHEMATICAL MODELS; MINING; PILE FOUNDATIONS; SOIL STRUCTURE INTERACTIONS; SUBWAYS; THREE DIMENSIONAL; TRIBOLOGY; TUNNELING (EXCAVATION); TUNNELS; WIND TUNNELS;

PILES;

EID: 70350336249     PISSN: 16745264     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1674-5264(09)60033-8     Document Type: Article

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