Suppressing Drought-Induced Soil Desiccation Cracking Using MICP: Field Demonstration and Insights-Reference-Cited by-同舟云学术

Suppressing Drought-Induced Soil Desiccation Cracking Using MICP: Field Demonstration and Insights

Published:2024-03 Issue:3 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Liu Bo¹^ORCID,Tang Chao-Sheng²^ORCID,Pan Xiao-Hua³,Xu Jin-Jian⁴,Zhang Xi-Ying⁵

Affiliation:

1. Research Scholar, School of Earth Sciences and Engineering, Nanjing Univ., 163 Xianlin Rd., Nanjing 210023, China; School of Civil and Environmental Engineering, Nanyang Technological Univ., Blk N1, 50 Nanyang Ave., Singapore 639798. ORCID: .

2. Professor, School of Earth Sciences and Engineering, Nanjing Univ., 163 Xianlin Rd., Nanjing 210023, China (corresponding author). ORCID: .

3. Professor, School of Earth Sciences and Engineering, Nanjing Univ., 163 Xianlin Ave., Nanjing 210023, China.

4. Ph.D. Candidate, School of Earth Sciences and Engineering, Nanjing Univ., 163 Xianlin Ave., Nanjing 210023, China.

5. Professor, Qinghai Provincial Key Laboratory of Geology and Environment of Salt Lake, Qinghai Institute of Salt Lakes, Chinese Academy of Sciences, Xining 810008, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12011

Reference54 articles.

1. Biogenic treatment improves the durability and remediates the cracks of concrete structures

2. Effect of Desiccation on Compacted Natural Clays

3. Lime stabilization of clay minerals and soils

4. Relationship between Clay Content, Clay Type, and Shrinkage Properties of Soil Samples

5. Hydraulic Conductivity Tests on Compacted Clay

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