Effect of Microbial Stabilization on the Unconfined Compressive Strength and Bearing Capacity of Weak Soils-Reference-Cited by-同舟云学术

Effect of Microbial Stabilization on the Unconfined Compressive Strength and Bearing Capacity of Weak Soils

Published:2020-06-30 Issue:1 Volume:8 Page:59-87
ISSN:2196-7202
Container-title:Transportation Infrastructure Geotechnology
language:en
Short-container-title:Transp. Infrastruct. Geotech.

Author:

Wani K. M. N. Saquib^ORCID,Mir B. A.^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering

Link

http://link.springer.com/content/pdf/10.1007/s40515-020-00110-1.pdf

Reference52 articles.

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2. Al Qabany, A., Soga, K., Santamarina, C.: Factors affecting efficiency of microbially induced calcite precipitation. J. Geotech. Geoenviron. 138(8), 992–1001 (2012)

3. Al-Amoudi, O.S.: Chemical stabilization of sabkha soils at high moisture contents. Eng. Geol. 36(3–4), 279–291 (1994)

4. Arunachalam, K.D., Sathyanarayanan, K.S., Darshan, B.S., Raja, R.B.: Studies on the characterisation of biosealant properties of Bacillus sphaericus. Int. J. Eng. Sci. Technol. 2(3), 270–277 (2010)

5. ASTM Committee D-18 on Soil and Rock: Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM International (2010)

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