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Volumn 28, Issue 14, 2004, Pages 1385-1400

Analysis of soil consolidation by vertical drains with double porosity model

Author keywords

Consolidation; Double porosity; Foundation; Vertical drain

Indexed keywords

FRACTALS; HYDRAULIC CONDUCTIVITY; MATHEMATICAL MODELS; PORE PRESSURE; POROSITY; ROCKS; STRAIN;

EID: 9744251622     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.391     Document Type: Article
Times cited : (76)

References (12)
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    • Barron, R.A.1
  • 2
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    • Consolidation of soils by vertical drain wells with finite permeability
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    • (1974) Soils and Foundations , vol.14 , Issue.2 , pp. 35-46
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  • 3
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    • Consolidation of fine-grained soils by prefabricated drains
    • Stockholm
    • Hansbo S. Consolidation of fine-grained soils by prefabricated drains. Proceedings of the 10th ISSMFE, vol. 3, Stockholm, 1981; 677-682.
    • (1981) Proceedings of the 10th ISSMFE , vol.3 , pp. 677-682
    • Hansbo, S.1
  • 4
    • 9744254558 scopus 로고
    • Sand drained ground: Analytical and numerical solutions of consolidation and optimal design
    • Ph.D. Thesis, Zhejiang University, (in Chinese)
    • Xie KH. Sand drained ground: analytical and numerical solutions of consolidation and optimal design. Ph.D. Thesis, Zhejiang University, 1987 (in Chinese).
    • (1987)
    • Xie, K.H.1
  • 5
    • 0024135499 scopus 로고
    • Consolidation by vertical drains taking well resistance and smear into consideration
    • Onoue A. Consolidation by vertical drains taking well resistance and smear into consideration. Soils and Foundations 1988, 28 4):165-174.
    • (1988) Soils and Foundations , vol.28 , Issue.4 , pp. 165-174
    • Onoue, A.1
  • 6
    • 0024773144 scopus 로고
    • New development of the vertical drain theories
    • Rio de Janeiro
    • Zeng GX, Xie KH. New development of the vertical drain theories. Proceedings of the l2th ICSMFE, Rio de Janeiro, vol. 2, 1989; 1435-1438.
    • (1989) Proceedings of the L2th ICSMFE , vol.2 , pp. 1435-1438
    • Zeng, G.X.1    Xie, K.H.2
  • 7
    • 0000887119 scopus 로고    scopus 로고
    • Consolidation of ground with partially penetrated vertical drains
    • Tang XW, Onitsuka K. Consolidation of ground with partially penetrated vertical drains. Geotechnical Engineering Journal 1998; 29 2):209-231.
    • (1998) Geotechnical Engineering Journal , vol.29 , Issue.2 , pp. 209-231
    • Tang, X.W.1    Onitsuka, K.2
  • 10
    • 0034001839 scopus 로고    scopus 로고
    • Modeling study of seepage in smear zones around vertical drains in layered soil
    • Hird CC, Moseley VJ. Modeling study of seepage in smear zones around vertical drains in layered soil. Geotechnique 2000; 50(1 ):89-97.
    • (2000) Geotechnique , vol.50 , Issue.1 , pp. 89-97
    • Hird, C.C.1    Moseley, V.J.2
  • 11
    • 9744285058 scopus 로고
    • Analysis for partly penetrating sand drains
    • ASCE
    • Hart EG, Konder RL, Boyer WC. Analysis for partly penetrating sand drains. JSMFD (ASCE) 1958; 84(SM4):1812-1815.
    • (1958) JSMFD , vol.84 , Issue.SM4 , pp. 1812-1815
    • Hart, E.G.1    Konder, R.L.2    Boyer, W.C.3
  • 12
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    • The efficiency of partially penetrating vertical drains
    • Runesson K, Hansbo S, Wiberg NE. The efficiency of partially penetrating vertical drains. Geotechnique 1985; 35(4):511-516.
    • (1985) Geotechnique , vol.35 , Issue.4 , pp. 511-516
    • Runesson, K.1    Hansbo, S.2    Wiberg, N.E.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.