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Volumn 26, Issue 2, 2003, Pages 191-200

Specimen size effects for fiber-reinforced silty clay in unconfined compression

Author keywords

Compacted soils; Fibers; Laboratory testing; Soil; Soil improvement; Specimen size effects; Strength; Unconfined compression

Indexed keywords

COMPACTION; FIBER REINFORCED MATERIALS; LABORATORIES; MOISTURE; SILT; STRAIN; STRENGTH OF MATERIALS; STRESS ANALYSIS;

EID: 0037938459     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (55)

References (14)
  • 1
    • 0037617956 scopus 로고
    • Fiber reinforced cohesive soils for application in compacted earth structures
    • 21-23 February, Nashville, TN, Industrial Fabrics Association International
    • Alwahab, R. M. and Al-Ourna, H. H., 1995, "Fiber Reinforced Cohesive Soils for Application in Compacted Earth Structures," Proceedings of Geosynthetics '95, 21-23 February, Nashville, TN, Industrial Fabrics Association International, Vol. 2, pp. 433-446.
    • (1995) Proceedings of Geosynthetics '95 , vol.2 , pp. 433-446
    • Alwahab, R.M.1    Al-Ourna, H.H.2
  • 2
    • 0038632349 scopus 로고    scopus 로고
    • Full-scale laboratory evaluation of polypropylene fiber reinforcement of subgrade soils
    • 7-11 January, Washington, DC, Paper No. 01-2157
    • Choubane, B., Armaghani, J. M., and Ho, R. K., 2001, "Full-Scale Laboratory Evaluation of Polypropylene Fiber Reinforcement of Subgrade Soils," presented at the 2007 Transportation Research Board Annual Meeting, 7-11 January, Washington, DC, Paper No. 01-2157.
    • (2001) 2007 Transportation Research Board Annual Meeting
    • Choubane, B.1    Armaghani, J.M.2    Ho, R.K.3
  • 4
    • 0037956015 scopus 로고    scopus 로고
    • consulting report prepared for Synthetic Industries by Fugro-McClelland (Southwest), Inc., Version 1.0
    • Gregory, G. H., 1996, "Design Guide for Fiber-Reinforced Soil Slopes Using Fibergrids," consulting report prepared for Synthetic Industries by Fugro-McClelland (Southwest), Inc., Version 1.0.
    • (1996) Design Guide for Fiber-Reinforced Soil Slopes Using Fibergrids
    • Gregory, G.H.1
  • 6
    • 0033364273 scopus 로고    scopus 로고
    • Engineering behaviour of fibre-reinforced pond ash and silty sand
    • Kumar, R., Kanaujia, V. K., and Chandra, D., 1999, "Engineering Behaviour of Fibre-Reinforced Pond Ash and Silty Sand," Geosynthetics International, Vol. 6, No. 6, pp. 509-518.
    • (1999) Geosynthetics International , vol.6 , Issue.6 , pp. 509-518
    • Kumar, R.1    Kanaujia, V.K.2    Chandra, D.3
  • 7
    • 0025517031 scopus 로고
    • Static response of sands reinforced with randomly distributed fibers
    • ASCE
    • Mäher, M. H. and Gray, D. H., 1990, "Static Response of Sands Reinforced with Randomly Distributed Fibers," Journal of the Geotechnical Engineering Division, ASCE, Vol. 116, No. 11, pp. 1661-1677.
    • (1990) Journal of the Geotechnical Engineering Division , vol.116 , Issue.11 , pp. 1661-1677
    • Mäher, M.H.1    Gray, D.H.2
  • 8
    • 0028667434 scopus 로고
    • Mechanical properties of kaolinite/fiber soil composite
    • ASCE
    • Mäher, M. H. and Ho, Y. C., 1994, "Mechanical Properties of Kaolinite/Fiber Soil Composite," Journal of the Geotechnical Engineering Division, ASCE, Vol. 120, No. 8, pp. 1381-1393.
    • (1994) Journal of the Geotechnical Engineering Division , vol.120 , Issue.8 , pp. 1381-1393
    • Mäher, M.H.1    Ho, Y.C.2
  • 10
    • 0030875658 scopus 로고    scopus 로고
    • Strength and deformation properties of soils reinforced with fibrillated fibers
    • Nataraj, M. S. and McManis, K. L., 1997, "Strength and Deformation Properties of Soils Reinforced with Fibrillated Fibers," Geosynthetics International, Vol. 4, No. 1, pp. 65-79.
    • (1997) Geosynthetics International , vol.4 , Issue.1 , pp. 65-79
    • Nataraj, M.S.1    McManis, K.L.2
  • 11
    • 0024717870 scopus 로고
    • Deformation characteristics of reinforced soil in direct shear
    • ASCE
    • Shewbridge, S. E. and Sitar, N., 1989, "Deformation Characteristics of Reinforced Soil in Direct Shear," Journal of the Geotechnical Engineering Division, ASCE, Vol. 115, No. 8, pp. 1134-1147.
    • (1989) Journal of the Geotechnical Engineering Division , vol.115 , Issue.8 , pp. 1134-1147
    • Shewbridge, S.E.1    Sitar, N.2
  • 12
    • 4243845890 scopus 로고    scopus 로고
    • Discrete fiber reinforcement of sands for expedient road construction
    • U.S. Army Corps of Engineers Waterways Experiment Station; Vicksburg, MS
    • Tingle, J. S., Webster, S. L., and Santoni, R. L., 1999, "Discrete Fiber Reinforcement of Sands for Expedient Road Construction," Technical Report GL-99-3, U.S. Army Corps of Engineers Waterways Experiment Station; Vicksburg, MS.
    • (1999) Technical Report , vol.GL-99-3
    • Tingle, J.S.1    Webster, S.L.2    Santoni, R.L.3
  • 13
    • 0003797432 scopus 로고    scopus 로고
    • Contingency airfield and road construction using geosynthetic fiber stabilization of sands
    • Army Corps of Engineers Waterways Experiment Station, Vicksburg, MS
    • Webster, S. L. and Santoni, R. L., 1997, "Contingency Airfield and Road Construction Using Geosynthetic Fiber Stabilization of Sands," Technical Report GL-97-4, Army Corps of Engineers Waterways Experiment Station, Vicksburg, MS.
    • (1997) Technical Report , vol.GL-97-4
    • Webster, S.L.1    Santoni, R.L.2
  • 14
    • 0038293501 scopus 로고    scopus 로고
    • Effect of short polymeric fibers on crack development in clays
    • Japanese Geotechnical Society
    • Ziegler, S., Leshchinsky, D., Ling, H. L., and Perry, E. B., 1998, "Effect of Short Polymeric Fibers on Crack Development in Clays," Soils and Foundations, Japanese Geotechnical Society, Vol. 38, No. 1, pp. 247-253.
    • (1998) Soils and Foundations , vol.38 , Issue.1 , pp. 247-253
    • Ziegler, S.1    Leshchinsky, D.2    Ling, H.L.3    Perry, E.B.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.