Evaluating the application of carbonate precipitation driven by bacterial activity for stabilizing saline and alkaline clays
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-022-02634-x.pdf
Reference61 articles.
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2. Al-Mukhtar M, Khattab S, Alcover J-F (2012) Microstructure and geotechnical properties of lime-treated expansive clayey soil. Eng Geol 139–140:17–27. https://doi.org/10.1016/j.enggeo.2012.04.004
3. Al Qabany A, Soga K, Asce M et al (2012) Factors Affecting Efficiency of Microbially Induced Calcite Precipitation. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000666
4. ASTM D422 - 63 (2007) Standard test method for particle-size analysis of soils . https://www.astm.org/Standards/D422
5. ASTM D2166M–16 AD/ (2016) Standard test method for unconfined compressive strength of cohesive soil
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