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Volumn 14, Issue 10, 1996, Pages 575-584

Behaviour of model footings on sand reinforced with discrete inclusions

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; COMPACTION; DENSITY (SPECIFIC GRAVITY); GEOTEXTILES; INCLUSIONS; MOISTURE; POLYPROPYLENES; REINFORCEMENT; SOIL TESTING;

EID: 0030257278     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(96)00044-1     Document Type: Article
Times cited : (27)

References (25)
  • 1
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    • Behaviour of granular soils reinforced with discrete randomly oriented inclusions
    • Al-Refeai, T. O. (1991). Behaviour of granular soils reinforced with discrete randomly oriented inclusions. Geotextiles and Geomembranes, 10, 319-333.
    • (1991) Geotextiles and Geomembranes , vol.10 , pp. 319-333
    • Al-Refeai, T.O.1
  • 5
    • 0022767906 scopus 로고
    • Soil randomly reinforced with fibres
    • Freitag, D. R. (1986). Soil randomly reinforced with fibres. J. Geotechnical Engng, ASCE, 112(8), 823-826.
    • (1986) J. Geotechnical Engng, ASCE , vol.112 , Issue.8 , pp. 823-826
    • Freitag, D.R.1
  • 6
    • 0022766444 scopus 로고
    • Behaviour of fabric- versus fibre-reinforced sand
    • Gray, D. H. & Al-Refeai, T. (1986). Behaviour of fabric- versus fibre-reinforced sand. J. Geotechnical Engng, ASCE, 112(8), 804-820.
    • (1986) J. Geotechnical Engng, ASCE , vol.112 , Issue.8 , pp. 804-820
    • Gray, D.H.1    Al-Refeai, T.2
  • 7
    • 0020718849 scopus 로고
    • Mechanics of fibre reinforcement in sand
    • Gray, D. H. & Ohashi, H. (1983). Mechanics of fibre reinforcement in sand. J. Geotechnical Engng, ASCE, 109(3), 335-353.
    • (1983) J. Geotechnical Engng, ASCE , vol.109 , Issue.3 , pp. 335-353
    • Gray, D.H.1    Ohashi, H.2
  • 8
    • 0001962075 scopus 로고
    • Laboratory study of granular soils reinforced with randomly oriented discrete fibres
    • Paris
    • Hoare, D. J. (1979). Laboratory study of granular soils reinforced with randomly oriented discrete fibres. Proc. International Conf. on Soil Reinforcement, Paris, Vol. 1, pp. 47-52.
    • (1979) Proc. International Conf. on Soil Reinforcement , vol.1 , pp. 47-52
    • Hoare, D.J.1
  • 11
    • 0027333720 scopus 로고
    • The bearing-capacity of a strip foundation on geogrid-reinforced sand
    • Khing, K. H., Das, B. M., Puri, V. K., Cook, E. E. & Yen, S. C. (1993). The bearing-capacity of a strip foundation on geogrid-reinforced sand. Geotextiles and Geomembranes, 12(4), 351-361.
    • (1993) Geotextiles and Geomembranes , vol.12 , Issue.4 , pp. 351-361
    • Khing, K.H.1    Das, B.M.2    Puri, V.K.3    Cook, E.E.4    Yen, S.C.5
  • 12
    • 0027334694 scopus 로고
    • Reinforcement of soils by multioriented geosynthetic inclusions
    • Lawton, E. C., Khire, M. V. & Nathaniel, S. F. (1993). Reinforcement of soils by multioriented geosynthetic inclusions. J. Geotechnical Engng, ASCE, 119(2), 257-275.
    • (1993) J. Geotechnical Engng, ASCE , vol.119 , Issue.2 , pp. 257-275
    • Lawton, E.C.1    Khire, M.V.2    Nathaniel, S.F.3
  • 14
    • 0025517031 scopus 로고
    • Static response of sands reinforced with randomly distributed fibers
    • Maher, M. H. & Gray, D. H. (1990). Static response of sands reinforced with randomly distributed fibers. J. Geotechnical Engng, ASCE, 116(11), 1661-1677.
    • (1990) J. Geotechnical Engng, ASCE , vol.116 , Issue.11 , pp. 1661-1677
    • Maher, M.H.1    Gray, D.H.2
  • 15
    • 0025451265 scopus 로고
    • Dynamic response of sand reinforced with randomly distributed fibers
    • Maher, M. H. & Woods, R. D. (1990). Dynamic response of sand reinforced with randomly distributed fibers. J. Geotechnical Engng, ASCE, 116(7), 1116-1131.
    • (1990) J. Geotechnical Engng, ASCE , vol.116 , Issue.7 , pp. 1116-1131
    • Maher, M.H.1    Woods, R.D.2
  • 18
    • 0025919874 scopus 로고    scopus 로고
    • Developments in wedge shear testing of unsaturated clays and gravels
    • Mirata, T. (1991). Developments in wedge shear testing of unsaturated clays and gravels. Geotechnique, 41(1), 79-100. Corrigenda: Geotechnique, 41(2), 296 and 41(4), 639.
    • (1991) Geotechnique , vol.41 , Issue.1 , pp. 79-100
    • Mirata, T.1
  • 19
    • 0025919874 scopus 로고    scopus 로고
    • Mirata, T. (1991). Developments in wedge shear testing of unsaturated clays and gravels. Geotechnique, 41(1), 79-100. Corrigenda: Geotechnique, 41(2), 296 and 41(4), 639.
    • Geotechnique , vol.41 , Issue.2 , pp. 296
  • 20
    • 0025919874 scopus 로고    scopus 로고
    • Mirata, T. (1991). Developments in wedge shear testing of unsaturated clays and gravels. Geotechnique, 41(1), 79-100. Corrigenda: Geotechnique, 41(2), 296 and 41(4), 639.
    • Geotechnique , vol.41 , Issue.4 , pp. 639
  • 21
    • 0041998344 scopus 로고
    • Dynamic behaviour of saturated sand reinforced with geosynthetic fibres
    • North American Geosynthetics Society, San Diego
    • Noorany, I. & Uzdavines, M. (1989). Dynamic behaviour of saturated sand reinforced with geosynthetic fibres. Proc. Geosynthetics '89 Conf., North American Geosynthetics Society, San Diego, pp. 385-396.
    • (1989) Proc. Geosynthetics '89 Conf. , pp. 385-396
    • Noorany, I.1    Uzdavines, M.2
  • 23
    • 0024717870 scopus 로고
    • Deformation characteristics of reinforced sand in direct shear
    • Shewbridge, S. E. & Sitar, N. (1989). Deformation characteristics of reinforced sand in direct shear. J. Geotechnical Engng, ASCE, 115(8), 1134-1147.
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    • Shewbridge, S.E.1    Sitar, N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.