메뉴 건너뛰기




Volumn 131, Issue 3, 2005, Pages 367-380

Analysis of a large database of GCL internal shear strength results

Author keywords

Clay liners; Data analysis; Databases; Geosynthetic; Shear strength; Shear tests

Indexed keywords

CLAY; GEOSYNTHETIC MATERIALS; HYDRATION; PORE PRESSURE; REINFORCEMENT; SHEAR STRENGTH; STANDARDS; STRESSES;

EID: 14844331409     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2005)131:3(367)     Document Type: Article
Times cited : (49)

References (19)
  • 1
    • 0011653183 scopus 로고    scopus 로고
    • "Standard test method for determining the internal and interface shear resistance of geosynthetic clay liner by the direct shear method"
    • American Society of Testing and Materials. ASTM D6243, West Conshohocken, Pa
    • American Society of Testing and Materials. (1998). "Standard test method for determining the internal and interface shear resistance of geosynthetic clay liner by the direct shear method." ASTM D6243, West Conshohocken, Pa.
    • (1998)
  • 2
    • 14844301062 scopus 로고    scopus 로고
    • "Standard test method for determining average bonding peel strength between the top and bottom layers of needle-punched geosynthetic clay liners"
    • American Society of Testing and Materials. ASTM D6496, West Conshohocken, Pa
    • American Society of Testing and Materials. (1999). "Standard test method for determining average bonding peel strength between the top and bottom layers of needle-punched geosynthetic clay liners." ASTM D6496, West Conshohocken, Pa.
    • (1999)
  • 3
    • 0031412282 scopus 로고    scopus 로고
    • "Shear behavior of an unreinforced geosynthetic clay liner"
    • Eid, H. T., and Stark, T. D. (1997). "Shear behavior of an unreinforced geosynthetic clay liner." Geosynthet. Int., 4(6), 645-659.
    • (1997) Geosynthet. Int. , vol.4 , Issue.6 , pp. 645-659
    • Eid, H.T.1    Stark, T.D.2
  • 4
    • 0033503103 scopus 로고    scopus 로고
    • "Effect of shear displacement rate on internal shear strength of a reinforced geosynthetic clay liner"
    • Eid, H. T., Stark, T. D., and Doerfler, C. K. (1999). "Effect of shear displacement rate on internal shear strength of a reinforced geosynthetic clay liner." Geosynthet. Int., 6(3), 219-239.
    • (1999) Geosynthet. Int. , vol.6 , Issue.3 , pp. 219-239
    • Eid, H.T.1    Stark, T.D.2    Doerfler, C.K.3
  • 5
    • 0032188502 scopus 로고    scopus 로고
    • "Internal shear strength of three geosynthetic clay liners"
    • Fox, P. J., Rowland, M. G., and Scheithe, J. R. (1998). "Internal shear strength of three geosynthetic clay liners." J. Geotech. Geoenviron. Eng., 124(10), 933-944.
    • (1998) J. Geotech. Geoenviron. Eng. , vol.124 , Issue.10 , pp. 933-944
    • Fox, P.J.1    Rowland, M.G.2    Scheithe, J.R.3
  • 8
    • 0030403488 scopus 로고    scopus 로고
    • "Shear strength of a reinforced clay liner"
    • Gilbert, R. B., Fernandez, F. F., and Horsfield, D. (1996). "Shear strength of a reinforced clay liner." J. Geotech. Eng., 122(4), 259-266.
    • (1996) J. Geotech. Eng. , vol.122 , Issue.4 , pp. 259-266
    • Gilbert, R.B.1    Fernandez, F.F.2    Horsfield, D.3
  • 10
    • 0343618386 scopus 로고    scopus 로고
    • "Swelling characteristics of needle-punched, thermal treated geosynthetic clay liners"
    • Lake, C. G., and Rowe, R. K. (2000). "Swelling characteristics of needle-punched, thermal treated geosynthetic clay liners." Geotext. Geomembr., 18, 77-101.
    • (2000) Geotext. Geomembr. , vol.18 , pp. 77-101
    • Lake, C.G.1    Rowe, R.K.2
  • 11
    • 17044401103 scopus 로고    scopus 로고
    • "Internal and interface shear strength of Geosynthetic Clay Liners (GCLs)"
    • Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado at Boulder
    • McCartney, J. S., Zornberg, J. G., and Swan, R. (2002). "Internal and interface shear strength of Geosynthetic Clay Liners (GCLs)." Geotech. Research Rep., Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado at Boulder.
    • (2002) Geotech. Research Rep.
    • McCartney, J.S.1    Zornberg, J.G.2    Swan, R.3
  • 12
    • 14844328810 scopus 로고    scopus 로고
    • "Reliability-based stability analysis considering GCL shear strength variability"
    • McCartney, J. S., Zornberg, J. G., Swan, R. H., Jr., and Gilbert, R. B. (2004). "Reliability-based stability analysis considering GCL shear strength variability." Geosynthet. Int. 11(3), 212-232.
    • (2004) Geosynthet. Int. , vol.11 , Issue.3 , pp. 212-232
    • McCartney, J.S.1    Zornberg, J.G.2    Swan Jr., R.H.3    Gilbert, R.B.4
  • 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
    • 0031208318 scopus 로고    scopus 로고
    • "Selected factors influencing GCL hydraulic conductivity"
    • Petrov, R. J., Rowe, R. K., and Quigley, R. M. (1997). "Selected factors influencing GCL hydraulic conductivity." J. Geotech. Geoenviron. Eng., 123(8), 683-695.
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.8 , pp. 683-695
    • Petrov, R.J.1    Rowe, R.K.2    Quigley, R.M.3
  • 15
    • 0030807489 scopus 로고    scopus 로고
    • "GCL internal shear strength requirements"
    • March
    • Richardson, G. N. (1997). "GCL internal shear strength requirements." Geosynth. Fabric Rep., March, 20-25.
    • (1997) Geosynth. Fabric Rep. , pp. 20-25
    • Richardson, G.N.1
  • 16
    • 5544282045 scopus 로고    scopus 로고
    • "Effect of swell pressure on GCL cover stability"
    • ASTM STP 1308, L. W. Well, ed., American Society for Testing and Materials, Philadelphia
    • Stark, T. D. (1997). "Effect of swell pressure on GCL cover stability." Testing and Acceptance Criteria for Geosynthetic Clay Liners, ASTM STP 1308, L. W. Well, ed., American Society for Testing and Materials, Philadelphia, 30-44.
    • (1997) Testing and Acceptance Criteria for Geosynthetic Clay Liners , pp. 30-44
    • Stark, T.D.1
  • 17
    • 0030435856 scopus 로고    scopus 로고
    • "Shear behavior of a reinforced geosynthetic clay liner"
    • Stark, T. D., and Eid, H. T. (1996). "Shear behavior of a reinforced geosynthetic clay liner." Geosynthet. Int., 3(6), 771-785.
    • (1996) Geosynthet. Int. , vol.3 , Issue.6 , pp. 771-785
    • Stark, T.D.1    Eid, H.T.2
  • 19
    • 0036802929 scopus 로고    scopus 로고
    • "Discrete framework for limit equilibrium analysis of fiber-reinforced soil"
    • Zornberg, J. G. (2002). "Discrete framework for limit equilibrium analysis of fiber-reinforced soil." Geotechnique, 52(8), 593-604.
    • (2002) Geotechnique , vol.52 , Issue.8 , pp. 593-604
    • Zornberg, J.G.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.