The high-strength method of reinforcing sand particles using MICP combined with coconut fiber under unsaturated conditions in marine and coastal regions

The high-strength method of reinforcing sand particles using MICP combined with coconut fiber under unsaturated conditions in marine and coastal regions

This study addresses the cracking issue of airport foundations in marine and coastal regions by proposing an unsaturated reinforcement method based on Microbially Induced Calcium Carbonate Precipitation (MICP) combined with coconut fibers. Composite sand columns incorporating coconut fiber and biosl...

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Bibliographic Details
Main Authors: Shixia Zhang, Danyi Shen, Rongzheng Zhang, Chuangzhou Wu
Format: Article
Language:English
Published: Elsevier 2025-07-01
Series:Case Studies in Construction Materials
Subjects:
MICP
Bioslurry
Fiber length
Fiber content
Unsaturated treatment
Ductility
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509525003481
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