Research on consolidation characteristics of ultra-soft clay

On the Thermal Consolidation of Boom Clay

When a mass of saturated clay is heated, as in the case of host soils surrounding nuclear waste disposals at great depth, the thermal expansion of the constituents generates excess pore pressures. The mass of clay is submitted to gradients of pore pressure and temperature, to hydraulic and thermal flows, and to changes in its mechanical properties. In this work, some of these aspects were exper...

Simulation of long-term consolidation behavior of soft sensitive clay using an elasto-viscoplastic constitutive model

on the status of mixed methods research in applied linguistics

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Laboratory Study on the Effect of Water Cations’ Concentrations on the Bojnord Clay Consolidation Process

The initial consolidation settlement process of saturated cohesive soils has been one of the most important issues to geotechnical engineers especially in important and sensitive structures based which are located on saturated clay layer with high thickness.  In dealing with initial consolidation settlement process and reducing its negative and destructive consequences, a number of solutions ha...

Experimental Research on Creep Characteristics of Nansha Soft Soil

A series of tests were performed to investigate the creep characteristics of soil in interactive marine and terrestrial deposit of Pearl River Delta. The secondary consolidation test results show that the influence of consolidation pressure on coefficient of secondary consolidation is conditional, which is decided by the consolidation state. The ratio of coefficient of secondary consolidation a...