Compressive Strength of MICP-Treated Silica Sand with Different Particle Morphologies and Gradings-Reference-Cited by-同舟云学术

Compressive Strength of MICP-Treated Silica Sand with Different Particle Morphologies and Gradings

Published:2022-01-01 Issue:2 Volume:39 Page:148-154
ISSN:0149-0451
Container-title:Geomicrobiology Journal
language:en
Short-container-title:Geomicrobiology Journal

Author:

Song Chenpeng¹²³,Wang Chaoyi⁴,Elsworth Derek²,Zhi Sheng²

Affiliation:

1. Key Laboratory of Hydraulic and Waterway Engineering of the Ministry of Education, Chongqing Jiaotong University, Chongqing, China

2. Department of Energy and Mineral Engineering, Geosciences, EMS Energy Institute, G3 Center, Pennsylvania State University, University Park, PA, USA

3. State Key Laboratory Cultivation Base for Gas Geology and Gas Control, Henan Polytechnic University, Jiaozuo, China

4. Department of Geoscience, University of Calgary, Calgary, Canada

Funder

National Natural Science Foundation of China

Key Laboratory of Hydraulic and Waterway Engineering of the Ministry of Education

State Key Laboratory Cultivation Base for Gas Geology and Gas Control

Publisher

Informa UK Limited

Subject

Earth and Planetary Sciences (miscellaneous),General Environmental Science,Environmental Chemistry,Microbiology

Link

https://www.tandfonline.com/doi/pdf/10.1080/01490451.2021.2020936

Reference21 articles.

1. Factors Affecting Efficiency of Microbially Induced Calcite Precipitation

2. About calcium carbonate precipitation on sand biocementation

3. Undrained Behavior of Microbially Induced Calcite Precipitated Sand with Polyvinyl Alcohol Fiber

4. Microbially Induced Cementation to Control Sand Response to Undrained Shear

5. Influence of crystal structure on constitutive anisotropy of silica sand at particle-scale

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