Application of Non-Destructive Testing for Measurement of Strength Development of Biocemented Sand

被引:2
|
作者
Piriyakul, Keeratikan [1 ]
Lamchaturapatr, Janjit [1 ]
机构
[1] King Mongkuts Univ Technol North Bangkok, Coll Ind Technol, Dept Civil & Environm Technol, Bangkok, Thailand
关键词
Biocementation; Shear wave velocity; Biogrout; Sand-Calcite formation;
D O I
10.4028/www.scientific.net/AMR.747.660
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Soil biocementation is the new technology using biological process to initiate the crystal forms of carbonates to bind the soil particles resulting in soil mechanical improvement. This research examines the feasibility of microorganisms capable of hydrolyzing ammonia with production of carbonate collected from natural soil. The biocement was prepared by a mixture of calcium salt, urea, and microbial suspension collected from natural water samples. The urease activity was measured by the concentration of NH4+ in solution. The physico-chemical properties including the effects of Ca2+ concentrations, soil pH and crystal forming shapes were studied. The strength development of biocemented soil samples was measured by non-destructive test using shear wave velocity method. Formation of calcite layer on sand surface could be useful for the stabilization of the sand or earth structures.
引用
收藏
页码:660 / 663
页数:4
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