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Computers and Geotechnics

Volumn 28, Issue 5, 2001, Pages 349-375

3-D elastic analysis of vertical piles subjected to "passive" loadings

(2) Xu, K J a Poulos, H G b

a Coffey Geosciences Pty Ltd ^* (Australia)

b UNIVERSITY OF SYDNEY (Australia)

Author keywords

Cavity formation; Driving piles; Passive pile loadings; Pile group; Soil movements; Soil surcharges; Tunneling

Indexed keywords

BOUNDARY ELEMENT METHOD; DYNAMIC RESPONSE; ELASTICITY; PILES; SHRINKAGE; SOIL STRUCTURE INTERACTIONS; SWELLING;

CAVITY FORMATION; PASSIVE LOADS;

SOIL MECHANICS;

FOUNDATION; LOADING; PILE; PILE DRIVING; SOIL-STRUCTURE INTERACTION; TUNNELING;

EID: 0034969551 PISSN: 0266352X EISSN: None Source Type: Journal
DOI: 10.1016/S0266-352X(00)00024-0 Document Type: Article

Times cited : (98)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.