메뉴 건너뛰기




Volumn 14, Issue 10, 1996, Pages 521-541

Effect of wall geometry on the behaviour of reinforced soil walls

Author keywords

[No Author keywords available]

Indexed keywords

DENSITY (SPECIFIC GRAVITY); GEOMETRY; NUMERICAL ANALYSIS; REINFORCEMENT; STIFFNESS;

EID: 0030257173     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(97)83183-4     Document Type: Article
Times cited : (88)

References (11)
  • 6
    • 0038704715 scopus 로고
    • Creep measurement of polymeric reinforcement
    • Atlanta, USA
    • Fannin, R. J. & Hermann, S. (1991). Creep measurement of polymeric reinforcement. Proc. Geosynthetic '91 Conf., Atlanta, USA, pp. 561-573.
    • (1991) Proc. Geosynthetic '91 Conf. , pp. 561-573
    • Fannin, R.J.1    Hermann, S.2
  • 8
    • 0000579666 scopus 로고
    • Soil compressibility as determined by oedometer and triaxial tests
    • Wiesbaden, Germany
    • Janbu, N. (1963). Soil compressibility as determined by oedometer and triaxial tests. Proc. European Conf. on Soil Mech. and Foundation Eng., Wiesbaden, Germany, Vol. 1, pp. 19-25.
    • (1963) Proc. European Conf. on Soil Mech. and Foundation Eng. , vol.1 , pp. 19-25
    • Janbu, N.1
  • 9
    • 0042999871 scopus 로고
    • Limit equilibrium of reinforced soil walls
    • San Francisco
    • Jewell, R. A. (1985). Limit equilibrium of reinforced soil walls. Proc. 11th Int. Conf. Soil Mech. Found. Eng., San Francisco, Vol. III, pp. 1705-1708.
    • (1985) Proc. 11th Int. Conf. Soil Mech. Found. Eng. , vol.3 , pp. 1705-1708
    • Jewell, R.A.1
  • 11
    • 0023566522 scopus 로고
    • Very soft soil stabilization using high strength geotextiles: The role of finite element analysis
    • Rowe, R. K. & Soderman, K. L. (1987). Very soft soil stabilization using high strength geotextiles: the role of finite element analysis. Geotextiles and Geomembranes, 6, 53-81.
    • (1987) Geotextiles and Geomembranes , vol.6 , pp. 53-81
    • Rowe, R.K.1    Soderman, K.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.