Microbially induced carbonate precipitation (MICP) has been proposed as a sustainable
approach to solve various environmental, structural, geotechnical and architectural issues …

The liquefaction or softening of the soils and the potential vulnerability of existing buildings
on liquefiable soils continue to be of major concern to the public because it has repeatedly …

The liquefaction response of partially saturated loose sands was experimentally investigated
to assess the effect of partial saturation on the generation of excess pore water pressures …

The present study provides an insight into the effect of recycled carpet fibre on the
mechanical response of clean sand as backfill material subjected to monotonic loading and …

Although compressibility is a critical aspect of groundwater, research on this factor has been
primarily limited to laboratory tests and theoretical analyses. Thus, the effects of this property …

The occurrence of earthquake-induced soil liquefaction poses a significant threat, leading to
extensive damage to building foundations and other structures, resulting in substantial …

A tank test was performed simulating two-dimensional planar flow conditions at a meter
scale to evaluate the effectiveness of microbial-induced desaturation and precipitation …

A series of strain-controlled cyclic triaxial tests were conducted to estimate the dynamic
properties and the cyclic behaviour of partially saturated synthetic fine-and medium-grained …

The liquefaction potential of saturated sand can be significantly reduced by inducing partial
saturation in the soil. Conventional soil liquefaction mitigation methods, namely soil …

Nitrogen bubbles that is generated by microbial denitrification process is a new pollution-
free clean material for mitigation of sand liquefaction. The current study aims to assess …