메뉴 건너뛰기




Volumn 52, Issue 10, 2002, Pages 761-763

Prediction of compaction characteristics of fine-grained soils

Author keywords

Clays; Compaction; Earthfill; Embankments; Ground; Improvement; Laboratory tests

Indexed keywords

COMPACTION; FINE GRAINED SEDIMENT; SOIL MECHANICS;

EID: 0036926258     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2002.52.10.761     Document Type: Article
Times cited : (53)

References (11)
  • 1
    • 0023163772 scopus 로고
    • A simple approach to the estimation soil compaction parameters
    • Al-Khafaji, A. N. (1987). A simple approach to the estimation soil compaction parameters. Q. J. Engng Geol. 20, 15-30.
    • (1987) Q. J. Engng Geol. , vol.20 , pp. 15-30
    • Al-Khafaji, A.N.1
  • 2
    • 0032163242 scopus 로고    scopus 로고
    • Estimating optimum water content and maximum dry unit weight for compacted clays
    • Blotz, R. L., Benson, C. H. & Boutwell, P. (1998). Estimating optimum water content and maximum dry unit weight for compacted clays. J. Geotech. Geoenviron. Engng 124, No. 9, 907-912.
    • (1998) J. Geotech. Geoenviron. Engng , vol.124 , Issue.9 , pp. 907-912
    • Blotz, R.L.1    Benson, C.H.2    Boutwell, P.3
  • 3
    • 0029480555 scopus 로고
    • Hydraulic conductivity of thirteen compacted clays
    • Benson, C. H. & Trast, J. M. (1995). Hydraulic conductivity of thirteen compacted clays. Clays Clay Miner. 43, No. 6, 669-681.
    • (1995) Clays Clay Miner. , vol.43 , Issue.6 , pp. 669-681
    • Benson, C.H.1    Trast, J.M.2
  • 5
    • 0025660864 scopus 로고
    • Water content - Density criteria for compacted soil liners
    • Daniel, D. & Benson, C. (1990). Water content-density criteria for compacted soil liners. J. Geotech Engng. ASCE 116, No. 12, 1181-1190.
    • (1990) J. Geotech Engng. ASCE , vol.116 , Issue.12 , pp. 1181-1190
    • Daniel, D.1    Benson, C.2
  • 6
    • 0027540355 scopus 로고
    • Compacted clay liners and covers for arid sites
    • Daniel, D. & Wu, Y. (1993). Compacted clay liners and covers for arid sites. J. Geotech. Engng, ASCE 119, No. 2, 223-237.
    • (1993) J. Geotech. Engng. ASCE , vol.119 , Issue.2 , pp. 223-237
    • Daniel, D.1    Wu, Y.2
  • 7
    • 0022925695 scopus 로고
    • Permeation of compacted clay with organic chemicals
    • ASCE
    • Foreman, E. D. & Daniel, D. E. (1986). Permeation of compacted clay with organic chemicals. J. Geotech. Engng Div., ASCE 112, No. 7, 669-681.
    • (1986) J. Geotech. Engng Div. , vol.112 , Issue.7 , pp. 669-681
    • Foreman, E.D.1    Daniel, D.E.2
  • 10
    • 0025595857 scopus 로고
    • Classification of expansive soils by sediment volume method
    • Sridharan, A., Rao, S. M. & Sanjecv, J. (1990). Classification of expansive soils by sediment volume method. Geotech. Test. J. 13, No. 4, 375-380.
    • (1990) Geotech. Test. J. , vol.13 , Issue.4 , pp. 375-380
    • Sridharan, A.1    Rao, S.M.2    Sanjecv, J.3
  • 11
    • 0012331276 scopus 로고    scopus 로고
    • Plastic limit and compaction characteristics of fine-grained soils
    • provisionally accepted for publication
    • Sridharan, A. & Nagaraj, H. B. (2002). Plastic limit and compaction characteristics of fine-grained soils. Proc. Instn Civ. Engrs Geotech. Engng (provisionally accepted for publication).
    • (2002) Proc. Instn Civ. Engrs Geotech. Engng
    • Sridharan, A.1    Nagaraj, H.B.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.