Analysis of unconfined compressive strength and environmental impact of MICP-treated lead-zinc tailings sand instead of sand as embankment material-Reference-Cited by-同舟云学术

Analysis of unconfined compressive strength and environmental impact of MICP-treated lead-zinc tailings sand instead of sand as embankment material

Published:2024-06 Issue: Volume:931 Page:172809
ISSN:0048-9697
Container-title:Science of The Total Environment
language:en
Short-container-title:Science of The Total Environment

Author:

Yang Zhenhua,Liu Longkang,Dong Yanrong,Liu Xiaoshuai,Wang Xuezeng

Funder

Liaoning Provincial Natural Science Foundation

National Natural Science Foundation of China

Scientific Research Fund of Liaoning Provincial Education Department

Publisher

Elsevier BV

Reference53 articles.

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3. Soil improvement by microbially induced calcite precipitation (MICP): a review about mineralization mechanism, factors, and soil properties [J];Changming;Arab. J. Geosci.,2022

4. Effect of incorporation of rice husk ash and iron ore tailings on properties of concrete [J];Chen;Constr. Build. Mater.,2022

5. Influence of key environmental conditions on microbially induced cementation for soil stabilization [J];Cheng;J. Geotech. Geoenviron. Eng.,2016

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1. Synergistic solidification of heavy metal tailings by polyethylene glycol (PEG) and microorganisms;Environmental Technology & Innovation;2024-11

2. Comparative study on the effect of SRB and Sporosarcina pasteurii on the MICP cementation and solidification of lead–zinc tailings;Chemical Engineering Journal;2024-09

3. Comparative Study on the Effect of Srb and Sporosarcina Pasteurii on the Micp Cementation and Solidification of Lead-Zinc Tailings;2024