supported by a subaward from Rutgers University,Center for Advanced Infrastructure&Transportation,under Grant no.69A3551847102 from the U.S.Department of Transportation,Office of the Assistant Secretary for Research and Technology(OST-R).
The effects of desiccation cracking in clay soils on geotechnical constructions are substantial.This study investigates the viability of utilizing Enzyme-induced calcite precipitation(EICP),a bio inspired approach,as ...
supported by the National Natural Science Foundation of China(Grant No.51978244,52078188).
This paper reviews and analyzes recent research development on bio-cementation for soil stabilization and wind erosion control.Bio-cement is a type of cementitious materials by adopting natural biological processes fo...
support from National Research Foundation of Singapore under the Grant No.COT-V1-2020-4,and the support from JTC Corporation,Singapore.
Soil liquefaction is a major geo-hazard.As liquefaction could occur anywhere in a sand layer and result in large-scale lateral spreading,treatment for liquefaction needs to be carried out over a large extent.The cost-...
supported by the UK Engineering and Physical Sciences Research Council(EPSRC)grant(reference number:EP/S02302X/1)for the University of Cambridge Centre for Doctoral Training in Future Infrastructure and Built Environment.
Geotechnical research has been yearning for revolutionary innovations that could bring breakthroughs to conventional practices,especially at a time when energy efficiency and environmental sustainability are of unprec...