Geotechnical research has been yearning for revolutionary innovations that could bring
breakthroughs to conventional practices, especially at a time when energy efficiency and …

Soil stabilization technology based on microbial-induced carbonate precipitation (MICP) has
gained widespread interest in geotechnical engineering. MICP has been found to be able to …

Enzyme induced carbonate precipitation (EICP) is an emerging soil improvement method
using free urease enzyme for urea hydrolysis. This method has advantages over the …

Biocementation is a recently developed new branch in geotechnical engineering that deals
with the application of microbiological activity to improve the engineering properties of soils …

Nowadays, microbially induced calcium carbonate precipitation (MICP) has received great
attention for its potential in construction and geotechnical applications. This technique has …

The strength properties of basalt fiber–reinforced biocemented (BFRB) sand specimens with
various calcite contents and fiber contents are investigated through a series of unconfined …

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 …

Microbially induced calcium carbonate precipitation (MICP) has attracted great attention
recently for its ability to improve the mechanical properties of soils. Calcium carbonate …

In the last two decades, developments in the area of biomineralization has yielded
promising results making it a potentially environmentally friendly technique for a wide range …

Due to more extreme weather events and accelerating sea-level rise, coastal sand dunes
are subjected to more frequent storm wave inundation and surge impacts, which contribute …