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 …

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 …

This paper reports the results of two centrifuge tests that were conducted to evaluate the
effectiveness of colloidal silica for liquefaction mitigation. Colloidal silica has been selected …

Since the concept of sustainable development enjoys popular support in the 21st century,
various kinds of unconventional materials were introduced for soil improvement in the past …

Colloidal silica (CS) is a kind of nanomaterial used in soil/rock grouting techniques in
different branches of civil engineering. Many studies have recently been performed to …

In the booming field of nanotechnology, colloidal silica (CS) has been introduced for ground
improvement and liquefaction mitigation. It possesses a great ability to restrain pore …

This paper presents a laboratory investigation into passive stabilisation of liquefiable sands
by means of colloidal silica (CS). In order to examine the improvement of the mechanical …

In recent decades, numerous unconventional additives for soil strength development have
been introduced to substitute conventional additives like cement and lime, which can …

The response of sands stabilized with colloidal silica aqueous gel is investigated in the
laboratory. The role of colloidal silica on subsequent sand behavior is examined with the aid …