The Investigation of the Mechanical Properties of EICP-Treated Sand Specimens Prepared by a Double-Reservoir Injection System for Uniform Precipitation of Carbonate via Triaxial Tests-Reference-Cited by-同舟云学术

The Investigation of the Mechanical Properties of EICP-Treated Sand Specimens Prepared by a Double-Reservoir Injection System for Uniform Precipitation of Carbonate via Triaxial Tests

Published:2022-11-01 Issue:1 Volume:46 Page:20210247
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Lee Seunghyung¹,Kim Jongmin²

Affiliation:

1. Department of Civil and Environmental Engineering, Sejong University, 209 Neungdong-ro, Gwangjin-gu, Seoul 05006, Korea, http://orcid.org/0000-0002-0078-9473

2. Department of Civil and Environmental Engineering, Sejong University, 209 Neungdong-ro, Gwangjin-gu, Seoul 05006, Korea (Corresponding author), e-mail: jongmin@sejong.ac.kr, http://orcid.org/0000-0001-8942-2346

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. Baseline Investigation on Enzyme-Induced Calcium Carbonate Precipitation;Almajed;Journal of Geotechnical and Geoenvironmental Engineering,2018

2. Enzyme-Induced Carbonate Precipitation (EICP)-Based Methods for Ecofriendly Stabilization of Different Types of Natural Sands;Almajed;Journal of Cleaner Production,2020

3. Factors Affecting Efficiency of Microbially Induced Calcite Precipitation;Al Qabany;Journal of Geotechnical and Geoenvironmental Engineering,2012

4. ASTM International. 2020. Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils. ASTM D4767-11(2020). (West Conshohocken, PA: ASTM International, approved April 2020). http://doi.org/10.1520/D4767-11R20

5. Biocalcification of Sand through Ureolysis;Chou;Journal of Geotechnical and Geoenvironmental Engineering,2011

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