supported by the National Natural Science Foundation of China (50778013);the National Basic Research Program (973) of China (2010CB732100)
Soil consolidation would induce variations of its transport coefficients such as hydraulic conductivity and diffusion coefficient. This paper presents a study of the influence of barrier consolidation on transport coe...
Project supported by the National Natural Science Foundation of China (No. 50778013);the National Basic Research Program (973) of China (No. 2010CB732100)
This paper aims at establishing an anisotropic stress expression for unsaturated pendular-state granular soils. Using the second-order fabric tensor, we formulate a micromechanics scheme of soils with statistically av...
supported by the National Natural Science Foundation of China(50778013);the National Basic Research Program of China(973 Program)(2010CB732100);Beijing Municipal Natural Science Foundation(8082020).
The natural clayey soils are usually structural and unsaturated,which makes their mechanical properties quite different from the remolded saturated soils.A structural constitutive model is proposed to simulate the bon...