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contributor authorJie Yuan
contributor authorYuanyuan Li
contributor authorYi Shan
contributor authorHuawei Tong
contributor authorJitong Zhao
date accessioned2023-11-27T23:41:26Z
date available2023-11-27T23:41:26Z
date issued8/30/2023 12:00:00 AM
date issued2023-08-30
identifier otherJMCEE7.MTENG-15080.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293775
description abstractMicrobially induced carbonate precipitation (MICP) is a new foundation treatment technology, which can improve the mechanical properties of soil. In this study, sand specimens containing different magnesium/calcium ion concentration ratios (Mg2+/Ca2+=0/0.5, 0.1/0.4, 0.2/0.3, 0.25/0.25, 0.4/0.1, and 0.5/0) were selected. Moreover, the effects of magnesium ions on the mechanical properties and mechanism of the biocemented sand were explored by oedometer tests, unconfined compressive strength tests, cyclic triaxial tests, scanning electron microscopy (SEM), and X-ray diffraction (XRD). The results showed that when the Mg2+ concentration is low, with increasing Mg2+/Ca2+, the compressibility of the biocemented sand decreases, the unconfined compressive strength increases, and the antiliquefaction performance improves. When Mg2+/Ca2+=0.2/0.3, the sand specimen showed the worst compressibility and the best unconfined compressive strength and antiliquefaction performance. When the Mg2+ concentration was high, all the mechanical properties of the specimen were weakened. Low Mg2+ concentrations promote the formation of aragonite, whereas high Mg2+ concentrations promote the formation of dolomite. In addition, the SEM and XRD results verified the effect of Mg2+ on the crystal morphology and composition. This study showed that low Mg2+ concentrations can be added to improve the mechanical properties of the sand specimen and achieve a better reinforcement effect when using MICP to consolidate the soil.
publisherASCE
titleEffect of Magnesium Ions on the Mechanical Properties of Soil Reinforced by Microbially Induced Carbonate Precipitation
typeJournal Article
journal volume35
journal issue11
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-15080
journal fristpage04023413-1
journal lastpage04023413-13
page13
treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 011
contenttypeFulltext


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