Analysis of excavation-induced responses of loaded pile foundations considering unloading effect

Tunnelling and Underground Space Technology

Volumn 26, Issue 2, 2011, Pages 320-335

  Zhang, Rongjun ^a   Zheng, Junjie ^a   Pu, Hefu ^a   Zhang, Limin ^b  

^a HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (China)

^b HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

Group effect; Incremental method; Nonlinear characteristic; Passive pile foundation; Soil excavation; Working load

Indexed keywords

BOUNDARY ELEMENT METHOD; DIFFERENTIAL EQUATIONS; EXCAVATION; LOADS (FORCES); PILE FOUNDATIONS; SOILS; UNLOADING;

GROUP EFFECT; INCREMENTAL METHOD; NONLINEAR CHARACTERISTICS; SOIL EXCAVATION; WORKING LOADS;

PILES;

EXCAVATION; GROUND MOVEMENT; LOADING; PILE GROUP; PILE RESPONSE; SOIL-STRUCTURE INTERACTION;

EID: 78751702787     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2010.11.003     Document Type: Article

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