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Volumn , Issue 1913, 2005, Pages 99-106

Variation of resilient modulus with soil suction for compacted subgrade soils

Author keywords

[No Author keywords available]

Indexed keywords

COMPACTION; MATHEMATICAL MODELS; MOISTURE;

EID: 33644547671     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1913-10     Document Type: Conference Paper
Times cited : (120)

References (14)
  • 4
    • 0029332399 scopus 로고
    • Characterization of subgrade soils at simulated field moisture
    • TRB, National Research Council, Washington, D.C.
    • Thadkamalla, G. B., and K. P. George. Characterization of Subgrade Soils at Simulated Field Moisture. In Transportation Research Record 1481, TRB, National Research Council, Washington, D.C., 1995, pp. 21-27.
    • (1995) Transportation Research Record , vol.1481 , pp. 21-27
    • Thadkamalla, G.B.1    George, K.P.2
  • 5
    • 0032207642 scopus 로고    scopus 로고
    • Characterization of clayey subgrade materials for mechanistic design of flexible pavements
    • TRB, National Research Council, Washington, D.C.
    • Uzan, J. Characterization of Clayey Subgrade Materials for Mechanistic Design of Flexible Pavements. In Transportation Research Record 1629, TRB, National Research Council, Washington, D.C., 1998, pp. 189-196.
    • (1998) Transportation Research Record , vol.1629 , pp. 189-196
    • Uzan, J.1
  • 6
    • 5244244922 scopus 로고
    • Modeling field moisture in resilient modulus testing
    • ASCE, Reston, Va.
    • Elfino, M. K., and J. L. Davidson. Modeling Field Moisture in Resilient Modulus Testing. Geotechnical Special Publication. No. 24. ASCE, Reston, Va., 1989, pp. 31-51.
    • (1989) Geotechnical Special Publication , Issue.24 , pp. 31-51
    • Elfino, M.K.1    Davidson, J.L.2
  • 8
    • 18144418084 scopus 로고
    • Influence of soil suction on behavior of a glacial till subjected to repeated loading
    • HRB, National Research Council, Washington, D.C.
    • Sauer, E. K., and C. L. Monismith. Influence of Soil Suction on Behavior of a Glacial Till Subjected to Repeated Loading. In Highway Research Record 215, HRB, National Research Council, Washington, D.C., 1968, pp. 8-23.
    • (1968) Highway Research Record , vol.215 , pp. 8-23
    • Sauer, E.K.1    Monismith, C.L.2
  • 9
    • 0015570196 scopus 로고
    • Changes in soil suction in a sand-clay subjected to repeated triaxial loading
    • HRB, National Research Council, Washington, D.C.
    • Shackel, B. Changes in Soil Suction in a Sand-Clay Subjected to Repeated Triaxial Loading. In Highway Research Record 429, HRB, National Research Council, Washington, D.C., 1973, pp. 29-39.
    • (1973) Highway Research Record , vol.429 , pp. 29-39
    • Shackel, B.1
  • 10
    • 0035573448 scopus 로고    scopus 로고
    • Automated measurement of total suction characteristics in the high-suction range: Application to assessment of swelling potential
    • TRB, National Research Council, Washington, D.C.
    • Likos, W. J., and N. Lu. Automated Measurement of Total Suction Characteristics in the High-Suction Range: Application to Assessment of Swelling Potential. In Transportation Research Record: Journal of the Transportation Research Board, No. 1755, TRB, National Research Council, Washington, D.C., 2001, pp. 119-128.
    • (2001) Transportation Research Record: Journal of the Transportation Research Board, No. 1755 , vol.1755 , pp. 119-128
    • Likos, W.J.1    Lu, N.2
  • 12
  • 14
    • 0000212475 scopus 로고    scopus 로고
    • The principle of effective stress
    • Bishop, A. W. The Principle of Effective Stress. Teknisk Ukeblad, Vol. 106, No. 39, pp. 859-863.
    • Teknisk Ukeblad , vol.106 , Issue.39 , pp. 859-863
    • Bishop, A.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.