Shaking Table Tests on a Deformation Mitigation Method for Existing Road Embankment during Liquefaction by Using Gravel and Geosynthetics

Shaking Table Tests on a Deformation Mitigation Method for Existing Road Embankment during Liquefaction by Using Gravel and Geosynthetics

Small scale shaking table tests in a 1-g gravity field were carried out to evaluate effectiveness of a deformation mitigation method for an existing road embankment during liquefaction by using geosynthetics sandwiched between gravel layer and a gabion. The gravel layer could dissipate an excess por...

Full description

Bibliographic Details
Main Authors: Yoshida Masaho, Katsumi Taiga, Kawasaki Hajime
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2020/27/matecconf_icudr2019_02002.pdf
id doaj-838ca5f75e9c4d80baa91bfe1bcced70
record_format Article
spelling doaj-838ca5f75e9c4d80baa91bfe1bcced702021-08-05T13:53:12ZengEDP SciencesMATEC Web of Conferences2261-236X2020-01-013310200210.1051/matecconf/202033102002matecconf_icudr2019_02002Shaking Table Tests on a Deformation Mitigation Method for Existing Road Embankment during Liquefaction by Using Gravel and GeosyntheticsYoshida Masaho0Katsumi Taiga1Kawasaki Hajime2National Institute of Technology, Fukui College, Geshi, SabaeNational Institute of Technology, Fukui College, Geshi, SabaeEternal Preserve Co., Ltd.Small scale shaking table tests in a 1-g gravity field were carried out to evaluate effectiveness of a deformation mitigation method for an existing road embankment during liquefaction by using geosynthetics sandwiched between gravel layer and a gabion. The gravel layer could dissipate an excess pore water pressure during liquefaction immediately, and perform as a rigid plate below a slope of embankment. Furthermore, the gabion could confine the slope of embankment and restrain the lateral movement of slope. As a result, these functions could restrain the deformation of embankment, and keep the shape of embankment and flatness of crest.https://www.matec-conferences.org/articles/matecconf/pdf/2020/27/matecconf_icudr2019_02002.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Yoshida Masaho
Katsumi Taiga
Kawasaki Hajime
spellingShingle Yoshida Masaho
Katsumi Taiga
Kawasaki Hajime
Shaking Table Tests on a Deformation Mitigation Method for Existing Road Embankment during Liquefaction by Using Gravel and Geosynthetics
MATEC Web of Conferences
author_facet Yoshida Masaho
Katsumi Taiga
Kawasaki Hajime
author_sort Yoshida Masaho
title Shaking Table Tests on a Deformation Mitigation Method for Existing Road Embankment during Liquefaction by Using Gravel and Geosynthetics
title_short Shaking Table Tests on a Deformation Mitigation Method for Existing Road Embankment during Liquefaction by Using Gravel and Geosynthetics
title_full Shaking Table Tests on a Deformation Mitigation Method for Existing Road Embankment during Liquefaction by Using Gravel and Geosynthetics
title_fullStr Shaking Table Tests on a Deformation Mitigation Method for Existing Road Embankment during Liquefaction by Using Gravel and Geosynthetics
title_full_unstemmed Shaking Table Tests on a Deformation Mitigation Method for Existing Road Embankment during Liquefaction by Using Gravel and Geosynthetics
title_sort shaking table tests on a deformation mitigation method for existing road embankment during liquefaction by using gravel and geosynthetics
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2020-01-01
description Small scale shaking table tests in a 1-g gravity field were carried out to evaluate effectiveness of a deformation mitigation method for an existing road embankment during liquefaction by using geosynthetics sandwiched between gravel layer and a gabion. The gravel layer could dissipate an excess pore water pressure during liquefaction immediately, and perform as a rigid plate below a slope of embankment. Furthermore, the gabion could confine the slope of embankment and restrain the lateral movement of slope. As a result, these functions could restrain the deformation of embankment, and keep the shape of embankment and flatness of crest.
url https://www.matec-conferences.org/articles/matecconf/pdf/2020/27/matecconf_icudr2019_02002.pdf
work_keys_str_mv AT yoshidamasaho shakingtabletestsonadeformationmitigationmethodforexistingroadembankmentduringliquefactionbyusinggravelandgeosynthetics
AT katsumitaiga shakingtabletestsonadeformationmitigationmethodforexistingroadembankmentduringliquefactionbyusinggravelandgeosynthetics
AT kawasakihajime shakingtabletestsonadeformationmitigationmethodforexistingroadembankmentduringliquefactionbyusinggravelandgeosynthetics
_version_ 1721220390599000064

Similar Items