Mechanical behavior of EICP-treated calcareous sands under high confining pressures-Reference-Cited by-同舟云学术

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Mechanical behavior of EICP-treated calcareous sands under high confining pressures

Published:2024-07 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Zhang Qian^ORCID,Ye Weimin,Su Wei,Wang Qiong,Chen Yonggui

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference52 articles.

1. A comparison of mechanical responses for microbial- and enzyme-induced cemented sand;Ahenkorah;Géotech. Lett.,2020

2. Optimization of enzyme induced carbonate precipitation (EICP) as a ground improvement technique;Ahenkorah;Proceedings of Geo-Congress 2020: Foundations, Soil Improvement, and Erosion (GSP 315),2020

3. Triaxial testing of naturally cemented carbonate soil;Airey;J. Geotech. Eng.,1993

4. Baseline investigation on enzyme-induced calcium carbonate precipitation;Almajed;J. Geotech. Geoenviron. Eng.,2018

5. Enzyme induced biocementated sand with high strength at low carbonate content;Almajed;Sci. Rep.,2019

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