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Volumn 39, Issue 1, 1999, Pages 11-20

Flexible piles in layered soil under eccentric and inclined loads

Author keywords

Bearing capacity; Deflection; Eccentric load; Inclined load; Instrumentation; Layered soil; Model test; Pile (IGC: E4)

Indexed keywords


EID: 24044532047     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.39.11     Document Type: Article
Times cited : (15)

References (23)
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.