Experimental study on scour protection method based on EICP with anti-permeation covers
The local scour around piles significantly affects the stability of its superstructure. This paper proposes an in-situ foundation reinforcement method based on EICP grouting and anti-permeation covers to mitigate soil scour. Tests on scour protection around monopile were conducted in the bed load fl...
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Main Authors: | , , , , , |
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Format: | Article |
Language: | English |
Published: |
Elsevier
2025-07-01
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Series: | Case Studies in Construction Materials |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509525000695 |
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