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Volumn 11, Issue 2-4, 1996, Pages 211-227

Swelling-shrinkage behavior of natural expansive clays

Author keywords

[No Author keywords available]

Indexed keywords

FATIGUE OF MATERIALS; MICROSTRUCTURE; MOISTURE; PLASTICITY; SCANNING ELECTRON MICROSCOPY; SHRINKAGE; SWELLING; ULTRASONIC TRANSMISSION; ULTRASONIC VELOCITY MEASUREMENT; WETTING;

EID: 0030404396     PISSN: 01691317     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0169-1317(96)00009-9     Document Type: Article
Times cited : (207)

References (10)
  • 1
    • 0043010476 scopus 로고
    • Prediction of expansion degree for natural compacted clays
    • Basma, A.A., 1993. Prediction of expansion degree for natural compacted clays. Geotechn. Test. J., 16(4): 542-549.
    • (1993) Geotechn. Test. J. , vol.16 , Issue.4 , pp. 542-549
    • Basma, A.A.1
  • 2
    • 0028667692 scopus 로고
    • Effects of the method of drying on the engineering behavior of clays
    • Basma, A.A., Al-Homoud A.S. and Al-Tabari E.Y., 1994. Effects of the method of drying on the engineering behavior of clays. Appl. Clay Sci., 9(3): 151-164.
    • (1994) Appl. Clay Sci. , vol.9 , Issue.3 , pp. 151-164
    • Basma, A.A.1    Al-Homoud, A.S.2    Al-Tabari, E.Y.3
  • 4
    • 0022213425 scopus 로고
    • Moisture movement and deformation of expansive soils
    • San Francisco, CA
    • Chen, X.Q., Lu, Z.W. and He, X.F., 1985. Moisture movement and deformation of expansive soils. 11th Int. Conf. Soil Mech. Found. Eng., 4. San Francisco, CA, pp. 2389-2392.
    • (1985) 11th Int. Conf. Soil Mech. Found. Eng. , vol.4 , pp. 2389-2392
    • Chen, X.Q.1    Lu, Z.W.2    He, X.F.3
  • 5
    • 0004670149 scopus 로고
    • Swelling and shrinkage behavior of expansive clays
    • New Delhi
    • Chen, F.H. and Ma, G.S., 1987. Swelling and shrinkage behavior of expansive clays. 6th Int. Conf. Expansive Soils, 1, New Delhi, pp. 127-129.
    • (1987) 6th Int. Conf. Expansive Soils , vol.1 , pp. 127-129
    • Chen, F.H.1    Ma, G.S.2
  • 6
    • 0028262507 scopus 로고
    • Swell-shrink behavior of compacted clay
    • Day, R.W., 1994. Swell-shrink behavior of compacted clay. ASCE J. Geotech. Eng. Div., 120(3): 618-623.
    • (1994) ASCE J. Geotech. Eng. Div. , vol.120 , Issue.3 , pp. 618-623
    • Day, R.W.1
  • 7
    • 0026133628 scopus 로고
    • Expansive soils under cyclic drying and wetting
    • Dif, A.E. and Bluemel, W.F., 1991. Expansive soils under cyclic drying and wetting. Geotechn. Test. J., 14(1): 96-102.
    • (1991) Geotechn. Test. J. , vol.14 , Issue.1 , pp. 96-102
    • Dif, A.E.1    Bluemel, W.F.2
  • 9
    • 0001728044 scopus 로고
    • Behavior of expansive soils with crumb structure
    • Denver, CO
    • Popesco, M., 1980. Behavior of expansive soils with crumb structure. 4th Int. Conf. Expansive Soils, 1, Denver, CO, pp. 158-171.
    • (1980) 4th Int. Conf. Expansive Soils , vol.1 , pp. 158-171
    • Popesco, M.1
  • 10
    • 0000868286 scopus 로고
    • Swelling potential with cycles of swelling and partial shrinkage
    • New Delhi
    • Subba Rao, K.S. and Satyadas, G.G., 1987. Swelling potential with cycles of swelling and partial shrinkage. 6th Int. Conf. Expansive Soils, 1, New Delhi, pp. 137-142.
    • (1987) 6th Int. Conf. Expansive Soils , vol.1 , pp. 137-142
    • Subba Rao, K.S.1    Satyadas, G.G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.