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Volumn 23, Issue 4, 2005, Pages 362-383

Geosynthetic reinforced levee test section on soft normally consolidated clays

Author keywords

Case study; Embankment; Geosynthetic; Reinforcement; Soft soil

Indexed keywords

CLAY; CONSOLIDATION; EMBANKMENTS; GEOTECHNICAL ENGINEERING; LEVEES; REINFORCEMENT; SHEAR STRENGTH; STRESS ANALYSIS;

EID: 16844365133     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2004.11.001     Document Type: Article
Times cited : (47)

References (12)
  • 2
    • 0036903746 scopus 로고    scopus 로고
    • A case study of geotextile-reinforced embankment on soft gound
    • D.T. Bergado P.T. Long B.R.S. Murthy A case study of geotextile-reinforced embankment on soft gound Geotextiles and Geomembranes 20 6 2002 343-365
    • (2002) Geotextiles and Geomembranes , vol.20 , Issue.6 , pp. 343-365
    • Bergado, D.T.1    Long, P.T.2    Murthy, B.R.S.3
  • 3
    • 16844363718 scopus 로고
    • Slope stability in soft layered soil systems
    • Master of Science Thesis, Mississippi State University Graduate School
    • Caver Jr., W.W., 1973. Slope stability in soft layered soil systems. Master of Science Thesis, Mississippi State University Graduate School, pp. 23-34
    • (1973) , pp. 23-34
    • Caver Jr., W.W.1
  • 4
    • 16844384012 scopus 로고
    • Bonnet Carre spillway geotextile-reinforced test section and pullout tests
    • USACE New Orleans District
    • Chiu, S.K., Napolitano, P.J., Duarte, F., 1988. Bonnet Carre spillway geotextile-reinforced test section and pullout tests. USACE New Orleans District, pp. 1-16
    • (1988) , pp. 1-16
    • Chiu, S.K.1    Napolitano, P.J.2    Duarte, F.3
  • 6
    • 0142156511 scopus 로고    scopus 로고
    • Geosynthetic reinforced embankments on soft clay foundations predicting reinforcement strain at failure
    • S.D. Hinchberger R.K. Rowe Geosynthetic reinforced embankments on soft clay foundations predicting reinforcement strain at failure Geotextiles and Geomembranes 21 3 2003 151-175
    • (2003) Geotextiles and Geomembranes , vol.21 , Issue.3 , pp. 151-175
    • Hinchberger, S.D.1    Rowe, R.K.2
  • 9
    • 16844381547 scopus 로고
    • St. Charles parish geotextile-reinforced levee instrumented section
    • USACE New Orleans District
    • Pinner, R.P., 1993. St. Charles parish geotextile-reinforced levee instrumented section, USACE New Orleans District, pp. 2-14
    • (1993) , pp. 2-14
    • Pinner, R.P.1
  • 11
    • 0028669150 scopus 로고
    • Geotextile strain in a full scale reinforced test embankment
    • R.K. Rowe C.T. Gnanendran Geotextile strain in a full scale reinforced test embankment Geotextiles and Geomembranes 13 12 1994 781-806
    • (1994) Geotextiles and Geomembranes , vol.13 , Issue.12 , pp. 781-806
    • Rowe, R.K.1    Gnanendran, C.T.2
  • 12
    • 0021693572 scopus 로고
    • Comparison of predicted and observed behaviour of two test embankments
    • R.K. Rowe K.L. Soderman Comparison of predicted and observed behaviour of two test embankments Geotextiles and Geomembranes 1 2 1984 143-160
    • (1984) Geotextiles and Geomembranes , vol.1 , Issue.2 , pp. 143-160
    • Rowe, R.K.1    Soderman, K.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.