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Volumn 22, Issue 1-2, 2004, Pages 49-62

FEM analysis of high airport embankment with horizontal drains

Author keywords

FEM analysis; Horizontal drains embankment; Soil with high water content

Indexed keywords

CLAY; DRAINAGE; EMBANKMENTS; FINITE ELEMENT METHOD; GEOMEMBRANES; PLASTIC DEFORMATION; VISCOPLASTICITY;

EID: 0942291424     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(03)00051-7     Document Type: Article
Times cited : (54)

References (10)
  • 2
    • 0029543339 scopus 로고
    • Behavior of vertical drain improved subsoil under embankment loading
    • Chai, J.C., Miura, N., Sakajo, S., Bergado, D.T., 1995. Behavior of vertical drain improved subsoil under embankment loading. Soil and Foundations 35 (4), 49-61.
    • (1995) Soil and Foundations , vol.35 , Issue.4 , pp. 49-61
    • Chai, J.C.1    Miura, N.2    Sakajo, S.3    Bergado, D.T.4
  • 4
    • 0027009041 scopus 로고
    • Finite element modeling of vertical drains beneath embankments on soft ground
    • Hird, C.C., Pyrah, I.C., Russell, D., 1992. Finite element modeling of vertical drains beneath embankments on soft ground. Geotechnique 42 (3), 499-511.
    • (1992) Geotechnique , vol.42 , Issue.3 , pp. 499-511
    • Hird, C.C.1    Pyrah, I.C.2    Russell, D.3
  • 5
    • 85030911433 scopus 로고    scopus 로고
    • The effect of the dilatancy of cohesive soil on the tensile resistance of geocomposite
    • Tokyo (in Japanese)
    • Miyata, Y., Suetsugu, D., Kogure, K., 2000. The effect of the dilatancy of cohesive soil on the tensile resistance of geocomposite. Proceedings of the 15th Geosynthetic Symposium, Tokyo, pp. 128-137 (in Japanese).
    • (2000) Proceedings of the 15th Geosynthetic Symposium , pp. 128-137
    • Miyata, Y.1    Suetsugu, D.2    Kogure, K.3
  • 9
    • 0006600007 scopus 로고
    • A macro-element approach to analyzing the plain strain behavior of soft foundation with vertical drains
    • in Japanese
    • Sekiguchi, H., Shibata, T., Fujimoto, A., Yamaaguchi, H., 1986. A macro-element approach to analyzing the plain strain behavior of soft foundation with vertical drains. Proceedings of the 31st Symposium on JGS, pp. 111-116 (in Japanese).
    • (1986) Proceedings of the 31st Symposium on JGS , pp. 111-116
    • Sekiguchi, H.1    Shibata, T.2    Fujimoto, A.3    Yamaaguchi, H.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.