메뉴 건너뛰기




Volumn 34, Issue 1, 2003, Pages 59-70

Prediction of pullout capacity using hexagonal wire mesh reinforcement and sand backfill

Author keywords

[No Author keywords available]

Indexed keywords

COATED MATERIALS; ELASTOPLASTICITY; FUNCTION EVALUATION; POLYVINYL CHLORIDES; REINFORCEMENT; SAND; STIFFNESS; WIRE;

EID: 2942541622     PISSN: 00465828     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (1)

References (22)
  • 1
    • 0028091023 scopus 로고
    • Pullout force/displacement relationship of extensible grid reinforcements
    • BERGADO, D. T. and CHAI, J. C. (1994). Pullout force/displacement relationship of extensible grid reinforcements. Geotextiles and Geomembranes, Vol. 13, pp. 295-316.
    • (1994) Geotextiles and Geomembranes , vol.13 , pp. 295-316
    • Bergado, D.T.1    Chai, J.C.2
  • 2
    • 0002795492 scopus 로고    scopus 로고
    • Prediction of pullout resistance and pullout force-displacement relationships for inextensible grid reinforcements
    • BERGADO, D. T., CHAI J. C., and MIURA, N. (1996). Prediction of pullout resistance and pullout force-displacement relationships for inextensible grid reinforcements. Soils and Foundations, Vol. 36, pp. 11-12.
    • (1996) Soils and Foundations , vol.36 , pp. 11-12
    • Bergado, D.T.1    Chai, J.C.2    Miura, N.3
  • 4
    • 0027789257 scopus 로고
    • Pullout behavior of steel grid reinforcements in a clayey sand
    • BERGADO, D. T., SHIVARSHANKAR, R., ALFARO, M. C., and BALASUBRAMANIAM, A. S. (1993b). Pullout behavior of steel grid reinforcements in a clayey sand. Geotechnique, Vol. 43, No. 1, pp. 589-603.
    • (1993) Geotechnique , vol.43 , Issue.1 , pp. 589-603
    • Bergado, D.T.1    Shivarshankar, R.2    Alfaro, M.C.3    Balasubramaniam, A.S.4
  • 8
    • 0002444650 scopus 로고
    • Laboratory pullout testing of grid reinforcements in sand
    • INGOLD, T. S. (1983). Laboratory pullout testing of grid reinforcements in sand. Geotechnical Testing Journal, Vol. 6, No. 3, pp. 101-110.
    • (1983) Geotechnical Testing Journal , vol.6 , Issue.3 , pp. 101-110
    • Ingold, T.S.1
  • 10
    • 0343525814 scopus 로고
    • Soil-geotextile pullout interaction properties testing and interpretation
    • Transportation Research Board, Washington D.C., USA
    • th Annual Meeting, Transportation Research Board, Washington D.C., USA, pp.378-384.
    • (1988) th Annual Meeting , pp. 378-384
    • Juran, I.1    Chen, C.L.2
  • 12
    • 0027333721 scopus 로고
    • Study of soil-geotextile interaction by an X-ray method
    • KHARCHAFI, M. and DYSLI, M. (1993). Study of soil-geotextile interaction by an X-ray method. Ceotextiles and Geomembranes, Vol. 12, pp. 307-325.
    • (1993) Ceotextiles and Geomembranes , vol.12 , pp. 307-325
    • Kharchafi, M.1    Dysli, M.2
  • 17
    • 0024736093 scopus 로고
    • Scale and other factors affecting the results of pullout tests of grids buried in sand
    • PALMEIRA, E. M. and MILLIGAN, G. W. E. (1989). Scale and other factors affecting the results of pullout tests of grids buried in sand. Geotechnique, Vol. 39, No. 3, pp. 511-524.
    • (1989) Geotechnique , vol.39 , Issue.3 , pp. 511-524
    • Palmeira, E.M.1    Milligan, G.W.E.2
  • 18
    • 0003617850 scopus 로고
    • Research Report Submitted to Hilfiker Co. Civil and Environmental Engineering Departmant, Utah State University, Utah, USA
    • PETERSON, L. M. and ANDERSON, L. R. (1980). Pullout resistance of welded wire mats embedded in soil, Research Report Submitted to Hilfiker Co. Civil and Environmental Engineering Departmant, Utah State University, Utah, USA, 259 p.
    • (1980) Pullout Resistance of Welded Wire Mats Embedded in Soil
    • Peterson, L.M.1    Anderson, L.R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.