Compressibility of biocemented loose sands under constant rate of strain, loading, and pseudo K-triaxial conditions

Published 2019 View Full Article

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Title
Compressibility of biocemented loose sands under constant rate of strain, loading, and pseudo K-triaxial conditions
Authors
Keywords
Cemented sand, Microbial-induced carbonate precipitation, Constant rate of strain, Triaxial tests, Sporosarcina pasteurii
Journal
SOILS AND FOUNDATIONS
Volume -, Issue -, Pages -
Publisher
Elsevier BV
Online
2019-08-09
DOI
10.1016/j.sandf.2019.06.008

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