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Volumn 34, Issue 1, 2000, Pages 61-71

Shrinking-swelling phenomenon of clay soils attributed to capillary-crack network

Author keywords

[No Author keywords available]

Indexed keywords

CAPILLARITY; CRACKS; HYDRAULIC CONDUCTIVITY; MATHEMATICAL MODELS; SHRINKAGE; SWELLING; WATER;

EID: 0034253377     PISSN: 01678442     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-8442(00)00024-0     Document Type: Article
Times cited : (17)

References (22)
  • 9
    • 0025676794 scopus 로고
    • One-dimensional image analysis of soil structure. II. Interpretation of parameters with respect to four forest soil profiles
    • (1990) J. Soil Sci. , vol.41 , pp. 513-527
    • Ringrose-Voase, A.J.1    Nys, C.2
  • 12
    • 0029476572 scopus 로고
    • On the relationship between mechanical and hydraulic apertures in rough-walled fractures
    • (1995) J. Geophys. Res. , vol.100 , pp. 24629-24636
    • Renshaw, C.E.1
  • 16
    • 0027333205 scopus 로고
    • Lateral water flow in a clayey agricultural field with cracks
    • (1993) Geoderma. , vol.59 , pp. 311-325
    • Inoue, H.1
  • 18
    • 0016961814 scopus 로고
    • A new model for predicting the hydraulic conductivity of unsaturated porous media
    • (1976) Water Resour. Res. , vol.12 , pp. 513-522
    • Mualem, Y.1
  • 19
    • 0003540258 scopus 로고
    • A catalogue of the hydraulic properties of unsaturated soils
    • Research Project no. 442, Technion, Israel Institute of Technology, Haifa, Israel
    • (1976) , pp. 4
    • Mualem, Y.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.