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Volumn 119, Issue 8, 1993, Pages 1321-1323

Performance of test embankment constructed to failure on soft marine clay

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EID: 84937751222     PISSN: 0733-9410     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9410(1993)119:8(1321)     Document Type: Note
Times cited : (2)

References (3)
  • 1
    • 84937751646 scopus 로고
    • Discussion of Effective stress analysis of the stability of embankments on soft soils
    • G. Pilot, B. Trak and P. La Rochelle
    • Brand, E. W. (1983). Discussion of “Effective stress analysis of the stability of embankments on soft soils,” by G. Pilot, B. Trak and P. La Rochelle. Can. Geotech. J., 20(3), 558–561.
    • (1983) Can. Geotech. J. , vol.20 , Issue.3 , pp. 558-561
    • Brand, E.W.1
  • 2
    • 0344941074 scopus 로고
    • Comparison of the predicted and observed performance of the Muar test embankment
    • Kuala Lumpur, Malaysia
    • Brand, E. W., and Premchitt, J. (1989). “Comparison of the predicted and observed performance of the Muar test embankment.” Proc. Int. Symp. Trial Embankments on Malaysian Marine Clays, Kuala Lumpur, Malaysia, 2, 10.1–10.29.
    • (1989) Proc. Int. Symp. Trial Embankments on Malaysian Marine Clays , vol.2 , pp. 10.1-10.29
    • Brand, E.W.1    Premchitt, J.2
  • 3
    • 84928578991 scopus 로고
    • Predictions in soil engineering
    • Lambe, T. W. (1973). “Predictions in soil engineering.” (Rankine Lecture). GÉotechnique, 23(2), 149–202.
    • (1973) GÉotechnique , vol.23 , Issue.2 , pp. 149-202
    • Lambe, T.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.