Abstract: The consolidation and permeability characteristics of the Singapore marine clay were investigated by laboratory and in situ tests. The coefficient of consolidation and the coefficient of permeability of the soil in both ...

Abstract: Model tests and theoretical analysis were done to investigate the arching in embankments on soft ground supported by piles with cap beams and geo‐textiles. The cap‐beam‐and‐geotextile combination may alleviate the uneven ...

Abstract: Through extensive review and study on the different aspects of coupled processes in unsaturated soil, a general three-dimensional mathematical model for coupled heat, moisture, air flow, and deformation problems in unsaturated ...