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Shear behavior of soil affected by internal erosion due to seepage in triaxial test apparatus

Memoirs of the faculty engneering, Yamaguchi university Volume 69 Issue 2 Page 9-14
published_at 2019-03
A040069000202.pdf
[fulltext] 1.32 MB
Title
三軸試験装置における内部侵食の影響を受けた土のせん断挙動
Shear behavior of soil affected by internal erosion due to seepage in triaxial test apparatus
Creators Suzuki Motoyuki
Creators Kamiki Yuichi
Creators Ishimaru Taichi
Creators Koyama Atushi
Source Identifiers
Creator Keywords
triaxial compression test internal erosion fine fraction
Internal erosion is one of the causes of aging of embankment for reservoir. Embankment is influenced by seepage flow over a long time period, and there is a possibility that fine fraction moved by seepage flow. The present work implemented triaxial confining compression tests to investigate how a small internal erosion affects soil strength. In this study, shear test was conducted after seepage flow occurred inside the specimen. As a result, the outflow of fine fraction was observed by seepage flow, but there was no chage in the peak strength and residual strength, and only the initial part of the stress strain relationship was slightly affected. In this study, we inferred that decline of permeability and clogged void is occurring by outflow of fine fraction.
Languages jpn
Resource Type departmental bulletin paper
Publishers 山口大学工学部
Date Issued 2019-03
File Version Version of Record
Access Rights open access
Relations
[ISSN]1345-5583
[NCID]AN00244228
[isVersionOf] [URI]http://memoirs.lib-e.yamaguchi-u.ac.jp/
Schools 大学院創成科学研究科(工学)