Experimental Investigation on Shear Strength at the Permeable Concrete–Fine-Grained Soil Interface for Slope Stabilization Using Deep Socket Counterfort Drains

In slopes where high pore water pressure exists, deep counterfort drains (also called drainage trenches or trench drains) represent one of the most effective methods for improving stability or mitigating landslide risks. In the cases of deep or very deep slip surfaces, this method represents the onl...

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Bibliographic Details

Published in:	GeoHazards
Main Authors:	Maurizio Ziccarelli, Giovanni Sapienza, Antonio Casella
Format:	Article
Language:	English
Published:	MDPI AG 2024-09-01
Subjects:	permeable concrete fine-grained soils interface shear resistance shear keys effect
Online Access:	https://www.mdpi.com/2624-795X/5/3/46