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Volumn 123, Issue 8, 1997, Pages 852-859

Limit stress for granular composites reinforced with continuous filaments

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EID: 0001203108     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1997)123:8(852)     Document Type: Article
Times cited : (28)

References (15)
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  • 2
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  • 3
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    • A constitutive model for soil reinforced by continuous threads
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    • (1993) Geotextiles and Geomembranes , vol.12 , pp. 161-178
    • Prisco, C.1    Nova, R.2
  • 4
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    • Analysis of composite materials - A survey
    • Hashin, Z. (1983). "Analysis of composite materials - a survey." J. Appl. Mech., Trans ASME, 50, 481-505.
    • (1983) J. Appl. Mech., Trans ASME , vol.50 , pp. 481-505
    • Hashin, Z.1
  • 5
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    • A self-consistent mechanics of composite materials
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    • (1965) J. Mech. Phys. Solids , vol.13 , pp. 213-222
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  • 6
    • 0041497373 scopus 로고
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    • A. A. Balkema, Rotterdam, The Netherlands
    • Khay, M., Gigan, J. P., and Ledelliou, M. (1990). "Reinforcement with continuous thread: technical developments and design methods." Proc., 4th Int. Conf. Geotextile Geomembrane Related Products, Vol. 1, A. A. Balkema, Rotterdam, The Netherlands, 21-26.
    • (1990) Proc., 4th Int. Conf. Geotextile Geomembrane Related Products , vol.1 , pp. 21-26
    • Khay, M.1    Gigan, J.P.2    Ledelliou, M.3
  • 7
    • 0008062783 scopus 로고
    • The reinforcement of soils by continuous threads
    • Gisteldruck, Vienna, Austria
    • Leflaive, E., and Liausu, P. (1986). "The reinforcement of soils by continuous threads." Proc., 3rd Int. Conf. on Geotextiles, Vol. 4, Gisteldruck, Vienna, Austria, 1159-1162.
    • (1986) Proc., 3rd Int. Conf. on Geotextiles , vol.4 , pp. 1159-1162
    • Leflaive, E.1    Liausu, P.2
  • 9
    • 0028827928 scopus 로고
    • Continuum versus structural approach to stability of reinforced soil
    • ASCE
    • Michalowski, R. L., and Zhao, A. (1995). "Continuum versus structural approach to stability of reinforced soil." J. Geotech. Engrg., ASCE, 121(2), 152-162.
    • (1995) J. Geotech. Engrg. , vol.121 , Issue.2 , pp. 152-162
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  • 10
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    • Failure of fiber-reinforced granular soils
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    • Michalowski, R. L., and Zhao, A. (1996a). "Failure of fiber-reinforced granular soils." J. Geotech. Engrg., ASCE, 122(3), 226-234.
    • (1996) J. Geotech. Engrg. , vol.122 , Issue.3 , pp. 226-234
    • Michalowski, R.L.1    Zhao, A.2
  • 11
    • 0013243550 scopus 로고    scopus 로고
    • Failure of unidirectionally reinforced composites with frictional matrix
    • ASCE
    • Michalowski, R. L., and Zhao, A. (1996b). "Failure of unidirectionally reinforced composites with frictional matrix." J. Engrg. Mech., ASCE, 122(11), 1086-1092.
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    • Michalowski, R.L.1    Zhao, A.2
  • 13
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    • Strength of fiber-reinforced composites by limit analysis methods
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  • 14
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    • Stauffer, S. D., and Holtz, R. D. (1995). "Stress-strain and strength behavior of staple fiber and continuous filament-reinforced sand." Transp. Res. Rec. 1474, Transp. Res. Board, Washington, D.C., 82-95.
    • (1995) Transp. Res. Rec. 1474 , pp. 82-95
    • Stauffer, S.D.1    Holtz, R.D.2
  • 15
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    • (1989) Comp. and Geotech. , vol.7 , pp. 83-98
    • Villard, P.1    Jouve, P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.