Mechanical Properties of Piles Formed by Microbially Induced Carbonate Precipitation: Experimental Investigation and Numerical Simulation-Reference-Cited by-同舟云学术

Mechanical Properties of Piles Formed by Microbially Induced Carbonate Precipitation: Experimental Investigation and Numerical Simulation

Published:2024-09 Issue:9 Volume:36 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Shen Danyi¹,Sun Jinzheng²,Li Zuoyong²,Song Zhichao³,Wu Chuangzhou⁴

Affiliation:

1. Engineer, Institute of Port, Coastal, and Offshore Engineering, Ocean College, Zhejiang Univ., Zhoushan 316021, China.

2. Master’s Student, Institute of Port, Coastal, and Offshore Engineering, Ocean College, Zhejiang Univ., Zhoushan 316021, China.

3. Ph.D. Student, Institute of Port, Coastal, and Offshore Engineering, Ocean College, Zhejiang Univ., Zhoushan 316021, China.

4. Professor, Institute of Port, Coastal, and Offshore Engineering, Ocean College, Zhejiang Univ., Zhoushan 316021, China; Professor, Mechanical and Electrical Engineering College, Xinjiang Institute of Technology, Aksu 843100, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-17164

Reference38 articles.

1. Evaluation of transverse dispersion effects in tank experiments by numerical modeling: Parameter estimation, sensitivity analysis and revision of experimental design

2. Upscaling Effects of Soil Improvement by Microbially Induced Calcite Precipitation by Surface Percolation

3. Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation

4. Urease active bioslurry: a novel soil improvement approach based on microbially induced carbonate precipitation

5. Engineering and environmental evaluation for utilization of recycled pulp mill fly ash as binder in sustainable road construction