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

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
Subjects:	EICP Calcareous sand Coir fibre Brittleness evaluation index Triaxial compression tests
Online Access:	http://www.sciencedirect.com/science/article/pii/S2590123025001781
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