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Volumn 16, Issue 4, 1998, Pages 291-307

Swelling behaviour of expansive shales from the middle region of Saudi Arabia

Author keywords

Oedometer tests; Shale; Swelling pressure; Triaxial tests; Vertical swell

Indexed keywords

GEOTECHNICAL ENGINEERING; SHALE; SOIL MECHANICS; SOIL TESTING; SWELLING;

EID: 0032310920     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1023/A:1008819025348     Document Type: Article
Times cited : (45)

References (13)
  • 1
    • 6544259165 scopus 로고    scopus 로고
    • Prediction of potential vertical swell of expansive soils using a triaxial stress path cell
    • in press
    • Al-Shamrani, M.A. and Al-Mhaidib, A.I. (1998) Prediction of potential vertical swell of expansive soils using a triaxial stress path cell, The Quarterly Journal of Engineering Geology, in press.
    • (1998) The Quarterly Journal of Engineering Geology
    • Al-Shamrani, M.A.1    Al-Mhaidib, A.I.2
  • 2
    • 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, 25, 657-70.
    • (1975) Geotechnique , vol.25 , pp. 657-670
    • Bishop, A.W.1    Wesley, L.D.2
  • 3
    • 0003749403 scopus 로고
    • A new method to predict swelling using a hyperbolic equation
    • Dakshanamurthy, V. (1978) A new method to predict swelling using a hyperbolic equation, Geotechnical Engineering, 9, 29-38.
    • (1978) Geotechnical Engineering , vol.9 , pp. 29-38
    • Dakshanamurthy, V.1
  • 4
    • 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, 97-104.
    • (1973) Soils and Foundations , vol.13 , pp. 97-104
    • Dakshanamurthy, V.1    Raman, V.2
  • 7
    • 0022735507 scopus 로고
    • Factors affecting behavior of expansive soils in the laboratory and field - A review
    • El Sayed, S.T. and Rabbaa, S.A. (1986) Factors affecting behavior of expansive soils in the laboratory and field - a review, Geotechnical Engineering, 17, 89-107.
    • (1986) Geotechnical Engineering , vol.17 , pp. 89-107
    • El Sayed, S.T.1    Rabbaa, S.A.2
  • 12
  • 13
    • 0000779080 scopus 로고
    • The prediction of heave from the plasticity index and percentage clay fraction of soils
    • Van Der Merwe, D.H. (1964) The prediction of heave from the plasticity index and percentage clay fraction of soils, Civil Engineers in South Africa, 6, 337-42.
    • (1964) Civil Engineers in South Africa , vol.6 , pp. 337-342
    • Van Der Merwe, D.H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.