Void Ratio Evaluation of Unsaturated Soils by Compressional and Shear Waves
نویسندگان
چکیده
منابع مشابه
Theoretical Undrained Shear Behaviour of Unsaturated Soils
Prediction method for undrained shear behaviour of unsaturated soils is discussed in this paper. Based on Original Cam Clay model, authors have proposed constitutive model for unsaturated soils that the effect of water content is incorporated into superloading surface concept. Firstly, stress path of constant volume shear test is formulated under constant void ratio condition. And relationship ...
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ژورنال
عنوان ژورنال: Journal of the Korean Geotechnical Society
سال: 2012
ISSN: 1229-2427
DOI: 10.7843/kgs.2012.28.12.41