Interaction of Physico-Chemical and Geomicrobial Processes in Clay-Sulfate Rocks and Soils - Constitutive model in Clay Rocks and Soils –

Research Project , Research Report 2002

Jiro YAMATOMI Professor, Dept. of Geosystem Engineering, Univ. of Tokyo
Hiroyuki TOSAKA Associate Professor, Dept. of Geosystem Engineering, Univ. of Tokyo
Gento MOGI Associate Professor, Dept. of Geosystem Engineering, Univ. of Tokyo
Tomochika TOKUNAGA Associate Professor, Dept. of Geosystem Engineering, Univ. of Tokyo
Sangtae KIM Foreign Researcher, Dept. of Geosystem Engineering, Univ. of Tokyo(Research Partners)
Xu XUCHANG Dept. of Thermal Engineering, Tsinghua University, China
K.R. POLENSKE Dept. of Urban Studies and Planning, Massachusetts Institute of Technology, USA

Abstract

Constitutive relationships, which can relate stress state variables (net stress and suction) to strain state variables (void ratio and water content ratio) in swelling clay, are investigated in the present study. Additionally, the method to identify the nonlinear hydromechanical tangent moduli of swelling clay is given, in which transversely isotropic behavior of hydromechanical coupling is incorporated based on the experimental results obtained by free swelling tests. The experimental results of constant load swelling tests in uniaxial strain condition and free swelling tests are discussed. We find that swelling behaviors such as changes of void ratio, water content ratio, and saturation depend strongly on stress level and/or constrained conditions, and verify the predicted swelling behaviors in uniaxial and free conditions by using finite element analysis.
>>Yamatomi, RockEngineerign Lab.

Keywords:

swelling behaviors, transversely isotropic constitutive relations, uniaxial strain swelling test, free swelling test