메뉴 건너뛰기




Volumn 17, Issue 3, 1999, Pages 157-170

Pull-out test analysis for geo-reinforcement

Author keywords

Deformation; Geosynthetics; Geotextiles; Interface; Numerical analysis; Pull out tests

Indexed keywords

DEFORMATION; INTERFACES (MATERIALS); MATHEMATICAL MODELS; NUMERICAL ANALYSIS; POLYMERS; SHEAR STRESS; SOILS; STEEL;

EID: 0033153083     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(98)00032-6     Document Type: Article
Times cited : (11)

References (13)
  • 1
    • 0028848971 scopus 로고
    • Analysis of pullout tests for planar reinforcements in soil
    • Abramento, M., Whittle, J.A., 1995a. Analysis of pullout tests for planar reinforcements in soil. Journal Of Geotechnical Engineering ASCE 121 (6) 476-485.
    • (1995) Journal of Geotechnical Engineering ASCE , vol.121 , Issue.6 , pp. 476-485
    • Abramento, M.1    Whittle, J.A.2
  • 2
    • 0028797575 scopus 로고
    • Experimental evaluation of pullout analyses for planar reinforcements
    • Abramento, M., Whittle, J.A., 1995b. Experimental evaluation of pullout analyses for planar reinforcements. Journal Of Geotechnical Engineering. ASCE 121 (6), 486-492.
    • (1995) Journal of Geotechnical Engineering. ASCE , vol.121 , Issue.6 , pp. 486-492
    • Abramento, M.1    Whittle, J.A.2
  • 4
    • 0023306774 scopus 로고
    • Direct shear tests on reinforced sand
    • Jewell, R.A., Wroth, C.P., 1987. Direct shear tests on reinforced sand. Geotechnique 37 (1) 53-68.
    • (1987) Geotechnique , vol.37 , Issue.1 , pp. 53-68
    • Jewell, R.A.1    Wroth, C.P.2
  • 7
    • 0032439739 scopus 로고    scopus 로고
    • A theoretical model for pull-out response of extensible reinforcements
    • in press
    • Madhav, M.R., Gurung, N., Iwao, Y., 1998. A theoretical model for pull-out response of extensible reinforcements. Geosynthetics International 5 (4) (in press).
    • (1998) Geosynthetics International , vol.5 , Issue.4
    • Madhav, M.R.1    Gurung, N.2    Iwao, Y.3
  • 8
    • 0003724308 scopus 로고
    • Reinforcement of slopes and embankments
    • Transportation Research Board, National Research Council, Washington, D.C., USA
    • Mitchell, J.K., Villet, W.C.B., 1987. Reinforcement of slopes and embankments. National Cooperative Hightway Research Program Report No. 290, Transportation Research Board, National Research Council, Washington, D.C., USA, p. 323.
    • (1987) National Cooperative Hightway Research Program Report No. 290 , pp. 323
    • Mitchell, J.K.1    Villet, W.C.B.2
  • 10
    • 0013591756 scopus 로고    scopus 로고
    • Effect of normal pressure and width of geosynthetic horizontal drain in pullout behaviour using saturated clay
    • Kyushu, Japan, ISBN 90 54 10 833 9
    • Pradhan, T.B.S., Shiwakoti, D.R., Imai, G., 1996. Effect of normal pressure and width of geosynthetic horizontal drain in pullout behaviour using saturated clay. Proc. Of The International Symposium on Earth Reinforcement, Kyushu, Japan, ISBN 90 54 10 833 9, pp. 133-138.
    • (1996) Proc. of the International Symposium on Earth Reinforcement , pp. 133-138
    • Pradhan, T.B.S.1    Shiwakoti, D.R.2    Imai, G.3
  • 12
    • 0013618203 scopus 로고    scopus 로고
    • Comparative study and measurement of the pullout capacity of extensible and inextensible reinforcements
    • Kyushu, Japan, ISBN 90 54 10 833 9
    • Segrestin, P., Bastick, M., 1996. Comparative study and measurement of the pullout capacity of extensible and inextensible reinforcements. Proc. Of The International Symposium on Earth Reinforcement, Kyushu, Japan, ISBN 90 54 10 833 9, pp. 139-144.
    • (1996) Proc. of the International Symposium on Earth Reinforcement , pp. 139-144
    • Segrestin, P.1    Bastick, M.2
  • 13
    • 0030433473 scopus 로고    scopus 로고
    • Interface pullout formula for extensible sheet reinforcement
    • Sobhi, S., Wu, J.T.H., 1996. Interface pullout formula for extensible sheet reinforcement Geosynthetics International 3 (5) 565-58 1.
    • (1996) Geosynthetics International , vol.3 , Issue.5 , pp. 565-581
    • Sobhi, S.1    Wu, J.T.H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.