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Volumn 122, Issue 4, 1996, Pages 259-266

Shear strength of reinforced geosynthetic clay liner

Author keywords

[No Author keywords available]

Indexed keywords

CLAY LINER; GEOSYNTHETIC; SHEAR STRENGTH; STRENGTH;

EID: 0030403488     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9410(1996)122:4(259)     Document Type: Article
Times cited : (92)

References (20)
  • 1
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    • Design issues with strain-softening interfaces in landfill liners
    • San Francisco, Calif.
    • Byrne, R. J. (1994). "Design issues with strain-softening interfaces in landfill liners." Proc., Waste Tech '94, San Francisco, Calif.
    • (1994) Proc., Waste Tech '94
    • Byrne, R.J.1
  • 2
    • 0000015004 scopus 로고
    • Effect of rate of loading on strength of clays and shales at constant water content
    • Casagrande, A., and Wilson, S. D. (1951). "Effect of rate of loading on strength of clays and shales at constant water content." Geotechnique, 2(3), 251-263.
    • (1951) Geotechnique , vol.2 , Issue.3 , pp. 251-263
    • Casagrande, A.1    Wilson, S.D.2
  • 3
    • 0009297385 scopus 로고
    • Results of direct shear tests on hydrated bentonitic blankets
    • Geotech. Engrg. Ctr., The Univ. of Texas at Austin, Tex.
    • Daniel, D. E., and Shan, H.-Y. (1991). "Results of direct shear tests on hydrated bentonitic blankets." Project Report, Geotech. Engrg. Ctr., The Univ. of Texas at Austin, Tex.
    • (1991) Project Report
    • Daniel, D.E.1    Shan, H.-Y.2
  • 4
    • 0000415074 scopus 로고
    • Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner
    • Vancouver, B. C.
    • Daniel, D. E., Shan, H.-Y., and Anderson, J. D. (1993). "Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner." Proc., Geosynthetics '93, Vancouver, B. C., 1483-1496.
    • (1993) Proc., Geosynthetics '93 , pp. 1483-1496
    • Daniel, D.E.1    Shan, H.-Y.2    Anderson, J.D.3
  • 5
    • 84889544471 scopus 로고
    • Geosynthetic clay liners (GCLs) in landfill covers
    • San Jose, Calif.
    • Daniel, D. E. (1993). "Geosynthetic clay liners (GCLs) in landfill covers." Proc., SWANA Conf., San Jose, Calif.
    • (1993) Proc., SWANA Conf.
    • Daniel, D.E.1
  • 6
    • 0000586759 scopus 로고
    • Technical equivalency assessment of GCLs to CCLs
    • Geosynthetics Res. Inst., Philadelphia, Pa.
    • Daniel, D. E., and Koerner, R. M. (1993). "Technical equivalency assessment of GCLs to CCLs." Proc., 7th Annu. GRI Seminar, Geosynthetics Res. Inst., Philadelphia, Pa., 255-275.
    • (1993) Proc., 7th Annu. GRI Seminar , pp. 255-275
    • Daniel, D.E.1    Koerner, R.M.2
  • 11
    • 0020718849 scopus 로고
    • Mechanics of fiber reinforcement in sand
    • ASCE
    • Gray, D. H., and Ohashi, H. (1983). "Mechanics of fiber reinforcement in sand." J. Geotech. Engrg., ASCE, 109(3), 335-353.
    • (1983) J. Geotech. Engrg. , vol.109 , Issue.3 , pp. 335-353
    • Gray, D.H.1    Ohashi, H.2
  • 13
    • 0000973603 scopus 로고
    • Shear strength of montmorillonite
    • Mesri, G., and Olson, R. E. (1970). "Shear strength of montmorillonite." Geotechnique, 20(3), 261-270.
    • (1970) Geotechnique , vol.20 , Issue.3 , pp. 261-270
    • Mesri, G.1    Olson, R.E.2
  • 14
    • 5544224806 scopus 로고
    • Non-woven bentonite fabrics - A new fibre reinforced mineral liner system
    • D. Hoedt, ed., Balkema, Rotterdam
    • Scheu, C., JohannBen, K., and Saathoff, F. (1990). "Non-woven bentonite fabrics - a new fibre reinforced mineral liner system." Geotextiles, geomembranes and related products, D. Hoedt, ed., Balkema, Rotterdam, 467-474.
    • (1990) Geotextiles, Geomembranes and Related Products , pp. 467-474
    • Scheu, C.1    JohannBen, K.2    Saathoff, F.3
  • 20
    • 0003779673 scopus 로고
    • EPA/OSW-FR-91-004, Office of Solid Waste, Washington, D.C.
    • U.S. Environmental Protection Agency. (1991). "Solid waste disposal facility criteria." EPA/OSW-FR-91-004, Office of Solid Waste, Washington, D.C.
    • (1991) Solid Waste Disposal Facility Criteria


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.