Chapter
Apr 26, 2012

Microbial Carbonate Precipitation: Correlation of S-Wave Velocity with Calcite Precipitation

Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering

Abstract

The use of microbial induced precipitation as a soil improvement technique has been growing in geotechnical domains where ureolytic bacteria that raise the pH of the system and induce calcium carbonate (CaCO3) precipitation are used. For many applications, it is useful to assess the degree of CaCO3 precipitation by non-destructive testing. This study investigates the feasibility of S-wave velocity measurements to evaluate the amount of calcite precipitation by laboratory testing. Two sets of cemented specimen were tested. The first were samples terminated at different stages of cementation. The second were samples that went through different chemical treatments. These variations were made to find out if these factors would affect the S-wave velocity- cementation relationship. If chemical reaction efficiency was assumed to be constant throughout each test, the relationship between S-wave velocity (Vs) and the amount of CaCO3 precipitation was found to be approximately linear. This correlation between S-wave velocity and calcium carbonate precipitation validates its use as an indicator of the amount of calcite precipitation

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Go to Geo-Frontiers 2011
Geo-Frontiers 2011: Advances in Geotechnical Engineering
Pages: 3993 - 4001

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Published online: Apr 26, 2012

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Ahmed Al Qabany
Engineering Department, University of Cambridge, Trumpington Street, Cambridge, CB21PZ
Brina Mortensen
Department of Civil and Environmental Engineering, University of California, Davis, CA 95616
Brian Martinez
Department of Civil and Environmental Engineering, University of California, Davis, CA 95616
Kenichi Soga
Engineering Department, University of Cambridge, Trumpington Street, Cambridge, CB21PZ
Jason DeJong
Department of Civil and Environmental Engineering, University of California, Davis, CA 95616

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