›› 2002, Vol. 23 ›› Issue (5): 597-600.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on elastoplastic model of unsaturated soil

WANG Zhi-ling,1 ZHANG Yin-jie,2 PENG Jie,1   

  1. 1.Research Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China;2.College of Civil Engineering,Zhengzhou University,Zhengzhou University,Zhengzhou 450002,China
  • Online:2002-10-10 Published:2016-09-04

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Abstract: Based on the existent status of pore water pressure,by using the effective stress principle of unsaturated soil,the extension of elasticplastsion of elastoplastio model of saturated soil to unsaturated soil is carried out;a modified Cam model which can account for unsaturated soil's gradually collapsibility is established.The model has few parameters and cam get them from water characteristic curve and saturated soil's test; it is applicable in practice.

Key words: unsaturated soil, effective stress, suction, capillary stres, gravity water stress

CLC Number: 

  • TU 41
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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