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ANALYSIS OF UNSATURATED CYCLIC TRIAXIAL TEST BY USE OF SOIL WATER CHARACTERISTIC CURVE AND CONSTITUTIVE MODEL OF SOIL SKEOLETON CONSIDERING EFFECT OF VOID CHANGE

机译：用土壤水分特征曲线及土壤Skehereton的构成模型分析不饱和环状三轴试验考虑空隙变化的影响

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Takaki MATSUMARU; Ryosuke UZUOKA;
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1. Simulation of the soil-water characteristic curve using laboratory tests and empirical models for Cubans unsaturated soils [J] . García Tristá Jenny, Quevedo Sotolongo Gilberto, Cobelo Cristía Willian, Revista de la construccion . 2016,第1期

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3. A new triaxial apparatus for testing soil water retention curves of unsaturated soils under different temperatures* [J] . Guo-qing Cai, Cheng-gang Zhao, Jian Li, Journal of Zhejiang University. Science, A . 2014,第5期

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4. A Bounding Surface Plasticity Model for Unsaturated Soils Accounting for the Void Ratio Dependency of the Water Retention Curve [C] . H. Moghaddasi, G Alipour Esgandani, A. Khoshghalb, Biot conference on poromechanics . 2017

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5. Evaluation of soil water characteristic curves and permeability functions for modeling of seepage in unsaturated soils. [D] . Fuselier, Tulin Beate Hosagasi. 2006

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6. Irrigation Scheduling Based on Wireless Sensors Output and Soil-Water Characteristic Curve in Two Soils [O] . J.D. Jabro, W.B. Stevens, W.M. Iversen, 2020

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7. A new triaxial apparatus for testing soil water retention curves of unsaturated soils under different temperatures [O] . Guo-qing Cai, Cheng-gang Zhao, Jian Li, 2014

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ANALYSIS OF UNSATURATED CYCLIC TRIAXIAL TEST BY USE OF SOIL WATER CHARACTERISTIC CURVE AND CONSTITUTIVE MODEL OF SOIL SKEOLETON CONSIDERING EFFECT OF VOID CHANGE

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