Failure mechanism and effective reinforcement of granular soil slope

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Authors: Hajime Matsuoka, Yoichiro Sugiyama
Cited by: 0

Abstract

The model tests of the slope called “tilting box test” are carried out on aluminium rod mass, which is used as a two-dimensional model of granular materials, and sand in dry and wet states. Based on the test results, the failure mechanism and the effective reinforcement of the granular soil slope are considered. It becomes clear from the test results that the rolling of soil particles on the surface of the slope is a “trigger” of the whole failure of the granular soil slope, the sliding like a rigid body along a slip line is not observed, and therefore the method of reinforcement to stop the motion of particles on the surface of the slope is unexpectedly effective.

Fields of Study & Subjects

Geotechnical Engineering and Soil Stabilization Geotechnical Engineering and Analysis Geotechnical Engineering and Soil Mechanics

Publication details

Journal / source
CRC Press eBooks
Pages
803–808
Publication date
12 February 2026
Language
EN
Document type
Book chapter