메뉴 건너뛰기




Volumn 124, Issue 8, 1998, Pages 670-683

Performance of geosynthetic reinforced slopes at failure

Author keywords

[No Author keywords available]

Indexed keywords

FAILURE ANALYSIS; GEOTEXTILES; MATHEMATICAL MODELS; REINFORCEMENT; SAFETY FACTOR; SHEAR STRENGTH; SOIL TESTING; TENSILE STRENGTH;

EID: 0032144147     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:8(670)     Document Type: Article
Times cited : (162)

References (26)
  • 1
    • 0038704560 scopus 로고
    • PhD dissertation, Dept. of Civ. Engrg., University of California, Berkeley, Calif
    • Adib, M. E. (1988). "Internal lateral earth pressure in earth walls," PhD dissertation, Dept. of Civ. Engrg., University of California, Berkeley, Calif.
    • (1988) Internal Lateral Earth Pressure in Earth Walls
    • Adib, M.E.1
  • 3
    • 10944272773 scopus 로고
    • Reinforcement extensibility in reinforced soil wall design
    • P. M. Jarrett and A. McGown, eds., Nato Advanced Research Workshop, Royal Military College of Canada, Ont., Canada
    • Bonaparte, R., and Schmertmann, G. R. (1987). "Reinforcement extensibility in reinforced soil wall design." The application of polymeric reinforcement in soil retaining structures, P. M. Jarrett and A. McGown, eds., Nato Advanced Research Workshop, Royal Military College of Canada, Ont., Canada, 409-457.
    • (1987) The Application of Polymeric Reinforcement in Soil Retaining Structures , pp. 409-457
    • Bonaparte, R.1    Schmertmann, G.R.2
  • 4
    • 0002787669 scopus 로고
    • Design, construction and monitoring of full scale test of reinforced soil walls and slopes
    • F. Tatsuoka and D. Leshchinsky, eds., A. A. Balkema, Tokyo, Japan
    • Christopher, B., Bonczkiewicz, C., and Holtz, R. (1992). "Design, construction and monitoring of full scale test of reinforced soil walls and slopes." Recent case histories of permanent geosynthetic-reinforced soil retaining walls, F. Tatsuoka and D. Leshchinsky, eds., A. A. Balkema, Tokyo, Japan, 45-60.
    • (1992) Recent Case Histories of Permanent Geosynthetic-reinforced Soil Retaining Walls , pp. 45-60
    • Christopher, B.1    Bonczkiewicz, C.2    Holtz, R.3
  • 5
    • 0003659584 scopus 로고
    • Rep. No. FHWA-RD-89-043, Federal Highway Administration, U.S. Department of Transportation, Washington, D.C.
    • Christopher, B. R., et al. (1990). "Design and construction guidelines for reinforced soil structures - volume I." Rep. No. FHWA-RD-89-043, Federal Highway Administration, U.S. Department of Transportation, Washington, D.C.
    • (1990) Design and Construction Guidelines for Reinforced Soil Structures , vol.1
    • Christopher, B.R.1
  • 6
    • 0000852636 scopus 로고
    • Calculation of the stability of earth dams
    • Washington, D.C.
    • Fellenius, W. (1936). "Calculation of the stability of earth dams." Proc., 2nd Congr. Large Dams, Vol. 4, Washington, D.C., 445-462.
    • (1936) Proc., 2nd Congr. Large Dams , vol.4 , pp. 445-462
    • Fellenius, W.1
  • 7
    • 0025684150 scopus 로고
    • Finite element analysis of the collapse of reinforced embankments on soft ground
    • London, U.K.
    • Hird, C. C., Pyrah, I. C., and Russell, D. (1990). "Finite element analysis of the collapse of reinforced embankments on soft ground." Géotechnique, London, U.K., 40(4), 633-640.
    • (1990) Géotechnique , vol.40 , Issue.4 , pp. 633-640
    • Hird, C.C.1    Pyrah, I.C.2    Russell, D.3
  • 8
    • 0343343841 scopus 로고
    • Behaviour of reinforced soil walls at limit state
    • A. McGown, K. Yeo, and K. Z. Andrawes, eds., Thomas Telford Ltd., London, U.K.
    • Jaber, M., and Mitchell, J. K. (1990). "Behaviour of reinforced soil walls at limit state." Performance of reinforced soil structures, A. McGown, K. Yeo, and K. Z. Andrawes, eds., Thomas Telford Ltd., London, U.K., 53-57.
    • (1990) Performance of Reinforced Soil Structures , pp. 53-57
    • Jaber, M.1    Mitchell, J.K.2
  • 9
    • 0025920007 scopus 로고
    • Application of revised design charts for steep reinforced slopes
    • Jewell, R. A. (1991). "Application of revised design charts for steep reinforced slopes." Geotextiles and Geomembranes, 10, 203-233.
    • (1991) Geotextiles and Geomembranes , vol.10 , pp. 203-233
    • Jewell, R.A.1
  • 10
    • 0000719818 scopus 로고
    • Laboratory model study on geosynthetic reinforced soil retaining walls
    • ASCE
    • Juran, I., and Christopher, B. R. (1989). "Laboratory model study on geosynthetic reinforced soil retaining walls." J. Geotech. Engrg., ASCE, 115(7), 905-926.
    • (1989) J. Geotech. Engrg. , vol.115 , Issue.7 , pp. 905-926
    • Juran, I.1    Christopher, B.R.2
  • 12
    • 0000821905 scopus 로고
    • Geosynthetic reinforced soil structures
    • ASCE
    • Leshchinsky, D., and Boedeker, R. H. (1989). "Geosynthetic reinforced soil structures." J. Geotech. Engrg., ASCE, 115(10), 1459-1478.
    • (1989) J. Geotech. Engrg. , vol.115 , Issue.10 , pp. 1459-1478
    • Leshchinsky, D.1    Boedeker, R.H.2
  • 16
    • 0012661058 scopus 로고
    • Behavior of reinforced soil walls in centrifuge model tests
    • A. A. Balkema, Rotterdam, The Netherlands
    • Mitchell, J. K., Jaber, M., Shen, C. K., and Hua, Z. K. (1988). "Behavior of reinforced soil walls in centrifuge model tests." Proc., Centrifuge 88, A. A. Balkema, Rotterdam, The Netherlands, 259-271.
    • (1988) Proc., Centrifuge 88 , pp. 259-271
    • Mitchell, J.K.1    Jaber, M.2    Shen, C.K.3    Hua, Z.K.4
  • 17
    • 0028445539 scopus 로고
    • Geosynthetic reinforced slopes: Limit equilibrium and finite element analysis
    • Tokyo, Japan
    • San, K., Leshchinsky, D., and Matsui, T. (1994). "Geosynthetic reinforced slopes: Limit equilibrium and finite element analysis." Soils and Found., Tokyo, Japan, 34(2), 79-85.
    • (1994) Soils and Found. , vol.34 , Issue.2 , pp. 79-85
    • San, K.1    Leshchinsky, D.2    Matsui, T.3
  • 19
    • 0019229042 scopus 로고
    • Cambridge geotechnical centrifuge operations
    • Schofield, A. (1980). "Cambridge geotechnical centrifuge operations." Geotechnique, 30(3), 227-268.
    • (1980) Geotechnique , vol.30 , Issue.3 , pp. 227-268
    • Schofield, A.1
  • 20
    • 0020180031 scopus 로고
    • Centrifuge modeling of lateral earth support
    • ASCE
    • Shen, C., Kim, Y., Bang, S., and Mitchell, J. K. (1982). "Centrifuge modeling of lateral earth support." J. Geotech. Engrg. Div., ASCE, 108(9), 1150-1164.
    • (1982) J. Geotech. Engrg. Div. , vol.108 , Issue.9 , pp. 1150-1164
    • Shen, C.1    Kim, Y.2    Bang, S.3    Mitchell, J.K.4
  • 24
    • 0012701763 scopus 로고    scopus 로고
    • Testing of reinforced soil slopes in a geotechnical centrifuge
    • Zornberg, J. G., Mitchell, J. K., and Sitar, N. (1997a). "Testing of reinforced soil slopes in a geotechnical centrifuge." ASTM Geotech. Testing J., 20(4), 470-480.
    • (1997) ASTM Geotech. Testing J. , vol.20 , Issue.4 , pp. 470-480
    • Zornberg, J.G.1    Mitchell, J.K.2    Sitar, N.3
  • 26
    • 0032143333 scopus 로고    scopus 로고
    • Limit equilibrium as basis for design of geosynthetic reinforced slopes
    • ASCE
    • Zornberg, J. G., Sitar, N., and Mitchell, J. K. (1998). "Limit equilibrium as basis for design of geosynthetic reinforced slopes." J. Geotech. and Geoenvironmental Engrg., ASCE, 124(8), 684-698.
    • (1998) J. Geotech. and Geoenvironmental Engrg. , vol.124 , Issue.8 , pp. 684-698
    • Zornberg, J.G.1    Sitar, N.2    Mitchell, J.K.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.