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Volumn 1, Issue 2, 1994, Pages 221-259

Factors affecting the pumping of fines at the subgrade subbase interface of highway pavements: A laboratory study

Author keywords

Cyclic Deformation; Cyclic Stress; ELT (equivalent loss of thickness); Fines; Geocomposite; Geotextile; Highway; Pavement; Permanent Deformation; Pumping; Separator; Subbase; Subgrade; Triaxial Pumping; Unit Cell

Indexed keywords


EID: 0042006674     PISSN: 10726349     EISSN: 17517613     Source Type: Journal    
DOI: 10.1680/gein.1.0010     Document Type: Article
Times cited : (51)

References (16)
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  • 7
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  • 8
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    • Glynn, D.T.1    Cochrane, S.R.2
  • 10
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    • A Laboratory Study into Pumping Clay through Geotextiles under Dynamic Loading
    • Las Vegas, NV, USA, August 1982
    • Hoare, D.J., 1982, "A Laboratory Study into Pumping Clay through Geotextiles under Dynamic Loading", Proceedings of the Second International Conference on Geotextiles, Vol. 2, Las Vegas, NV, USA, August 1982, pp. 423-428.
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    • Hoare, D.J.1
  • 11
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    • Laier, H.1    Bräu, G.2
  • 13
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  • 14
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    • Permeability of Geotextile-Included Railroad Bed under Repeated Load
    • Saxena, S.K. and Hsu, T.S., 1986, "Permeability of Geotextile-Included Railroad Bed under Repeated Load", Geotextiles and Geomembranes, Vol. 4, No. 1, pp. 31-51.
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    • Saxena, S.K.1    Hsu, T.S.2
  • 15
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    • Snaith, M.S.1    Bell, A.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.