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Volumn 38, Issue 2, 2001, Pages 349-363

Consolidation modelling of soils under the test embankment at Chek Lap Kok International Airport in Hong Kong using a simplified finite element method

Author keywords

Case modelling; Consolidation; Finite element method; Pore water pressure; Settlement; Vertical drains

Indexed keywords


EID: 57249107828     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t00-103     Document Type: Article
Times cited : (32)

References (40)
  • 25
    • 0024072082 scopus 로고
    • Consolidation of multilayered anisotropic soils by vertical drains with well resistance
    • (1988) Soils and Foundations , vol.28 , Issue.3 , pp. 75-90
    • Onoue, A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.