Inrecent years, large steps have been taken in the field of nanotechnology, and many
nanotechnology-based breakthroughs have been made in geotechnical engineering. It is …

Triggered liquefaction in earthquakes, that soil displays fluid-like characteristics caused by
an on-going increase of pore water pressure and reduction of the effective stress, can …

To effectively stabilize coarse sand, bentonite was introduced in microbially induced
carbonate precipitation (MICP) grouting. Varying concentrations (0, 20, 40, and 80 g/L) of …

Earthquake-induced liquefaction causes soil to exhibit fluidlike behavior due to a sudden
increase in pore water pressure and a concurrent decrease in effective stress. The …

With the rapid development of nanotechnology and multidisciplinary cross applications and
the limitations of traditional materials, nanomaterials are being introduced for soil …

Ureolysis-driven calcite precipitation is investigated as a means of reducing the porosity of
soils and rocks in order to control or prevent fluid flow in the sub-surface. For this …

This paper reports results of a full-scale field test to assess the performance of dilute
colloidal silica stabilizer in reducing the settlement of liquefiable soil. Slow injection methods …

Low-pressure injection of nanosilica aqueous suspensions is often adopted to either
waterproof or increase the liquefaction resistance of granular soils. The basic principle …

The traditional soil stabilization techniques, which primarily include calcium-rich additives,
are gradually replaced by environmentally friendly techniques as the former increases the …

Soil stabilization using nano-additives is one of the trending developments of the decade.
Many novel nano-stabilizers were tested by researchers for ground improvement …