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Homogeneity and mechanical behaviors of sands improved by a temperature-controlled one-phase MICP method
Authors:Xiao  Yang  Wang  Yang  Wang  Shun  Evans  T. Matthew  Stuedlein   Armin W.  Chu  Jian  Zhao  Chang  Wu  Huanran  Liu  Hanlong
Affiliation:1.Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing, 400045, China
;2.School of Civil Engineering, Chongqing University, Chongqing, 400045, China
;3.Institute of Geotechnical Engineering, University of Natural Resources and Life Sciences, Vienna, Austria
;4.School of Civil and Construction Engineering, Oregon State University, Corvallis, OR, USA
;5.School of Civil and Environmental Engineering, Nanyang Technological University, Singapore, 639798, Singapore
;
Abstract:Acta Geotechnica - Microbially induced carbonate precipitation (MICP) has been actively investigated as a promising method to improve soil properties. A burning issue impeding its wide application...
Keywords:
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