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2013
DOI: 10.1061/(asce)gt.1943-5606.0000787
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Experimental Optimization of Microbial-Induced Carbonate Precipitation for Soil Improvement

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Cited by 415 publications
(170 citation statements)
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“…The most common approach involves the intra-soil cultivation of microbes to produce precipitates, such as the microbially induced calcite precipitation (MICP) method [71]. The resulting precipitates then form inter-particle cementation between coarse soil particles [29,30,57,85]. The MICP method has been widely explored in efforts to enhance the inter-particle cementation, which results in significant cohesion enhancement [23,27,53,59] and hydraulic conductivity control [24,28] of sandy or silty soils.…”
Section: Introductionmentioning
confidence: 99%
“…The most common approach involves the intra-soil cultivation of microbes to produce precipitates, such as the microbially induced calcite precipitation (MICP) method [71]. The resulting precipitates then form inter-particle cementation between coarse soil particles [29,30,57,85]. The MICP method has been widely explored in efforts to enhance the inter-particle cementation, which results in significant cohesion enhancement [23,27,53,59] and hydraulic conductivity control [24,28] of sandy or silty soils.…”
Section: Introductionmentioning
confidence: 99%
“…Keunggulan dari teknik ini terletak pada proses bio-geo-kimia yang secara efektif memacu pengendapan mineral. Teknik MICCP tersebut dianggap salah satu teknik yang menjanjikan untuk perbaikan tanah yang dimediasi oleh mikroba (DeJong et al, 2011;Martinez et al, 2013). Bagaimanapun juga, hasil-hasil penelitian yang dipublikasikan masih memaparkan tingkat awal dan belum ada yang sampai mencobanya pada tingkat aplikasi.…”
Section: Pendahuluanunclassified
“…Perbaikan dari sifat mekanis tanah sudah banyak dilaporkan dari hasil-hasil riset skala laboratorium (DeJong et al, 2006;Whiffin et al, 2007;Martinez et al, 2013). Hasilnya menunjukkan bahwa perbaikan sifat tanah melalui mediasi mikroba memiliki potensi untuk perbaikan sifat tanah in-situ untuk beragam kegunaan dan kondisi bawah permukaan.…”
unclassified
“…Laboratory-scale element tests have shown substantial (. 10 3 3) increases in strength (DeJong et al, 2006;Whiffin et al, 2007;Van Paassen et al, 2009;Chu et al, 2011Chu et al, , 2013Al Qabany & Soga, 2013), decreases in hydraulic conductivity greater than two orders of magnitude Rusu et al, 2011;Martinez et al, 2013), increases in small-strain stiffness by three orders of magnitude (DeJong et al, 2006;Van Paassen et al, 2010b;Van Paassen, 2011;Esnault-Filet et al, 2012), and an increase in dilative tendencies (Chou et al, 2011;Tagliaferri et al, 2011). Even after cementation degrades owing to shearing, the reduction in pore space (or increase in solids density) due to the precipitated calcite alters the behaviour of the material.…”
Section: Microbially Induced Calcite Precipitationmentioning
confidence: 99%