메뉴 건너뛰기




Volumn 43, Issue 4, 2003, Pages 71-79

Deformation characteristics of soils with variations of capillary pressure and water content

Author keywords

Capillary pressure; Crosshole test; Maximum shear modulus; Modulus reduction curve; Resonant column test; Water content (IGC: D7)

Indexed keywords

CAPILLARITY; ELASTIC MODULI; PORE PRESSURE; WATER;

EID: 24744444118     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.43.4_71     Document Type: Article
Times cited : (26)

References (11)
  • 2
    • 0015360542 scopus 로고
    • Shear modulus and damping in soils: Measurements and parameter effects
    • ASCE
    • Hardin, B. O. and Drenevich, V. O. (1972): Shear modulus and damping in soils: measurements and parameter effects, J. of Geotech. Engrg., 98 (6), ASCE, 603-624.
    • (1972) J. of Geotech. Engrg. , vol.98 , Issue.6 , pp. 603-624
    • Hardin, B.O.1    Drenevich, V.O.2
  • 4
    • 0005219564 scopus 로고
    • Characterizations of resilient modulus of compacted subgrade soils using resonant column and torsional shear tests
    • TRB, National Research Council, Washington, D.C.
    • Kim, D. S. and Stokoe II, K. H. (1992): Characterizations of resilient modulus of compacted subgrade soils using resonant column and torsional shear tests, Transportation Research Record 1369, TRB, National Research Council, Washington, D.C., 83-91.
    • (1992) Transportation Research Record , vol.1369 , pp. 83-91
    • Kim, D.S.1    Stokoe II, K.H.2
  • 5
    • 24744445248 scopus 로고    scopus 로고
    • Deformational characteristics of subgrade soils in Korea
    • KSCE
    • Kweon, G. C. and Kim, D. S. (2000): Deformational characteristics of subgrade soils in Korea, J. of Civil Eng. of Korea, 4 (2), KSCE, 83-90.
    • (2000) J. of Civil Eng. of Korea , vol.4 , Issue.2 , pp. 83-90
    • Kweon, G.C.1    Kim, D.S.2
  • 6
    • 0003140358 scopus 로고
    • Preparing test specimens using undercompaction
    • GTJODJ
    • Ladd, R. S. (1978): Preparing test specimens using undercompaction, Geotech. Testing J., GTJODJ, 1 (1), 16-23.
    • (1978) Geotech. Testing J. , vol.1 , Issue.1 , pp. 16-23
    • Ladd, R.S.1
  • 9
    • 0001961486 scopus 로고
    • Soil moduli and damping factors for dynamics response analysis
    • Report No. EERC 70-10, Univ. of California, Berkeley
    • Seed, H. B. and Idriss, I. M. (1970): Soil moduli and damping factors for dynamics response analysis, Report No. EERC 70-10, Earthquake Engrg. Research Center, Univ. of California, Berkeley.
    • (1970) EarthquakeEngrg.ResearchCenter
    • Seed, H.B.1    Idriss, I.M.2
  • 11
    • 0021500774 scopus 로고
    • Capillary effects on dynamic modulus of sand and silts
    • ASCE
    • Wu, S., Gray, D. H. and Richart, F. E. (1984): Capillary effects on dynamic modulus of sand and silts, J. of Geotech. Engrg., 110 (9), ASCE, 1188-1203.
    • (1984) J. of Geotech. Engrg. , vol.110 , Issue.9 , pp. 1188-1203
    • Wu, S.1    Gray, D.H.2    Richart, F.E.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.