Factors Affecting Improvement of Engineering Properties of MICP-Treated Soil Catalyzed by Bacteria and Urease
By Qiang-Qiang Zhao, Lin Li, Chi Li, Mingdong Li, F. Amini, Huanzhen Zhang. 2014
365 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Environmental Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/6ee50817e77bbdf08a78ddfbc4a9afb986ef0f4e
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In Civil and Structural Engineering
In Environmental Engineering
Citations in the corpus
- Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study (2020, background): “When the bacterial density was low (0.5×108 cells/ml in this study), the crystals that were present 24 hours after the cementation solution injection were mainly prismatic, suggesting that the crystals are calcite (Al Qabany et al., 2012; Zhao et al., 2014).”
- A microfluidic chip and its use in characterising the particle-scale behaviour of microbial-induced calcium carbonate precipitation (MICP) (2018, background): “The shape of the crystals was mainly prismatic, suggesting that the crystals might be calcite (Al Qabany et al., 2012; Zhao et al., 2014).”
- Review on geotechnical engineering properties of sands treated by microbially induced calcium carbonate precipitation (MICP) and biopolymers (2020, background): “In contrast, it was reported that higher UCS was found with higher urease activity [51].”