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Volumn 25, Issue 11, 2006, Pages 2364-2368

Experimental study on permeability coefficient of artificially compacted unsaturated loess considering influence of density

Author keywords

Density; Diffusion ratio; Loess; Permeability coefficient; Soil mechanics; Water content

Indexed keywords

COMPACTION; DENSITY (SPECIFIC GRAVITY); HYDRAULIC CONDUCTIVITY; MECHANICAL PERMEABILITY; SOIL MECHANICS; WATER;

EID: 33845908510     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (30)

References (10)
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  • 2
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  • 3
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    • (1998) Canadian Geotechnical Journal , vol.35 , Issue.3 , pp. 426-432
    • Huang, S.Y.1    Fredlund, D.G.2    Barbour, S.L.3
  • 5
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    • Lei, Z.1    Yang, S.2    Xie, L.3
  • 6
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    • Xu Yongfu, Lan Shouqi, Sun Dean, et al. New apparatus for measurement of stress effect on permeability of unsaturated soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(1): 160-164. (in Chinese)
    • (2005) Chinese Journal of Rock Mechanics and Engineering , vol.24 , Issue.1 , pp. 160-164
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  • 8
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    • Permeability coefficient of unsaturated soils
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    • Sun Dasong, Liu Peng, Xia Xiaohe, et al. Permeability coefficient of unsaturated soils[J]. Journal of Hydraulic Engineering, 2004, (3): 71-75. (in Chinese)
    • (2004) Journal of Hydraulic Engineering , Issue.3 , pp. 71-75
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  • 9
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    • in Chinese
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.