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Volumn , Issue 99, 2000, Pages 344-360

Swelling behavior under oedometric and triaxial loading conditions

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; HYDRAULICS; STRESS ANALYSIS; SWELLING;

EID: 0033701641     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (8)

References (19)
  • 1
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    • (1993) Geotechnical Testing Journal , vol.16 , Issue.4 , pp. 469-484
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  • 2
    • 0033083739 scopus 로고    scopus 로고
    • Prediction of potential vertical swell of expansive soils using a triaxial stress path cell
    • Al-Shamrani, M. A. and Al-Mhaidib, A. I. (1999), "Prediction of potential vertical swell of expansive soils using a triaxial stress path cell," Quarterly Journal of Engineering Geology, Vol.32, pp. 45-54.
    • (1999) Quarterly Journal of Engineering Geology , vol.32 , pp. 45-54
    • Al-Shamrani, M.A.1    Al-Mhaidib, A.I.2
  • 3
    • 0016623432 scopus 로고
    • A hydraulic triaxial apparatus for controlled stress path testing
    • Bishop, A. W. and Wesley, L. D., (1975), "A hydraulic triaxial apparatus for controlled stress path testing," Geotechnique, Vol. 25, pp. 657-670.
    • (1975) Geotechnique , vol.25 , pp. 657-670
    • Bishop, A.W.1    Wesley, L.D.2
  • 6
    • 0001938755 scopus 로고
    • A simple method of identifying expansive soil
    • Dakshanamurthy, V. and Raman, V. (1973), "A simple method of identifying expansive soil," Soils and Foundations, 13, 1, pp. 97-104.
    • (1973) Soils and Foundations , vol.13 , Issue.1 , pp. 97-104
    • Dakshanamurthy, V.1    Raman, V.2
  • 7
    • 0018446902 scopus 로고
    • A stress-controlled study of swelling characteristics of compacted expansive clays
    • Dakshanamurthy, V., (1979), "A stress-controlled study of swelling characteristics of compacted expansive clays," Geotechnical Testing Journal, Vol. 2, No. 1, pp. 57-60.
    • (1979) Geotechnical Testing Journal , vol.2 , Issue.1 , pp. 57-60
    • Dakshanamurthy, V.1
  • 13
    • 0000678031 scopus 로고
    • Engineering properties of expansive clays
    • ASCE, Separate No. 516
    • Holtz, W. G. and Gibbs, H. J. (1956), "Engineering properties of expansive clays," Proceedings, ASCE, 80, Separate No. 516, pp. 1-28.
    • (1956) Proceedings , vol.80 , pp. 1-28
    • Holtz, W.G.1    Gibbs, H.J.2
  • 14
    • 0002530348 scopus 로고
    • Expansive soils-the hidden disaster
    • ASCE
    • Jones, D. E. and Holtz, W. G. (1973),"Expansive soils-the hidden disaster," Civil Engineering, ASCE, Vol. 43, No. CE8, p. 49.
    • (1973) Civil Engineering , vol.43 , Issue.CE8 , pp. 49
    • Jones, D.E.1    Holtz, W.G.2
  • 15
    • 0018012482 scopus 로고
    • Prediction of potential heave of swelling soils
    • ASTM
    • Johnson, L. D. and Snethen, D. R., (1979), "Prediction of potential heave of swelling soils," Geotechnical Testing Journal, ASTM, Vol. 1, No. 3, pp. 117-124.
    • (1979) Geotechnical Testing Journal , vol.1 , Issue.3 , pp. 117-124
    • Johnson, L.D.1    Snethen, D.R.2
  • 16
    • 0015021157 scopus 로고
    • Apparatus for measuring swell potential under controlled moisture intake
    • JMLSA
    • Kassiff, G. and Ben-Shalom, A. (1971), "apparatus for measuring swell potential under controlled moisture intake," Journal of Materials, JMLSA, 6, 1, pp. 3-15.
    • (1971) Journal of Materials , vol.6 , Issue.1 , pp. 3-15
    • Kassiff, G.1    Ben-Shalom, A.2
  • 17
    • 84996825294 scopus 로고
    • Moisture flow and equilibria in unsaturated soils for shallow foundations
    • STP 417, ASTM, Philadelphia, PA
    • Richards, B. G., (1967), "Moisture flow and equilibria in unsaturated soils for shallow foundations," Permeability and Capillarity of Soils, STP 417, ASTM, Philadelphia, PA, pp. 4-34.
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    • Richards, B.G.1
  • 19
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    • (1964) Civil Engineers in South Africa , vol.6 , Issue.6 , pp. 103-107
    • Van Der Merwe, D.H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.