Triaxial compression characteristics and brittleness evaluation of calcareous sand cemented with EICP and coir fiber

Enzyme-induced carbonate precipitation (EICP) technology was used to cement calcareous sand. Consolidated drained triaxial compression tests were conducted to investigate the mechanical properties of EICP-cemented calcareous sand (EICP-S) and EICP-cemented calcareous sand mixed with coir fiber (EICP...

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Bibliographic Details
Main Authors: Xueliang Jiang, Haodong Wang, Hui Yang, Ting Du, Pan Liu, Jiaxin Duan
Format: Article
Language:English
Published: Elsevier 2025-03-01
Series:Results in Engineering
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Online Access:http://www.sciencedirect.com/science/article/pii/S2590123025001781
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