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Volumn 39, Issue 1, 1999, Pages 97-111

3-D elasto-plastic finite element analyses of pile foundations subjected to lateral loading

Author keywords

Coefficient of subgrade reaction; Earth pressure; Elasto plasticity; Field test; Finite element method; Horizontal load; Model test; Pile group; Sand; Triaxial compression test (IGC: E4 E12)

Indexed keywords


EID: 0002536685     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.39.97     Document Type: Article
Times cited : (95)

References (21)
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.