Influence of fabric anisotropy on seismic responses of foundations

Earthquakes, as one of the well-known natural disasters, are highly destructive and unpredictable. Foundation failure due to liquefaction induced by earthquakes can cause casualties as well as significant damage to the building itself. Fabric anisotropy of soil grains is considered to be an importan...

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Main Authors: Jin Qin, Xiangwu Zeng, Haiyan Ming
Format: Article
Language:English
Published: Elsevier 2015-04-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775515000190
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author Jin Qin
Xiangwu Zeng
Haiyan Ming
author_facet Jin Qin
Xiangwu Zeng
Haiyan Ming
author_sort Jin Qin
collection DOAJ
description Earthquakes, as one of the well-known natural disasters, are highly destructive and unpredictable. Foundation failure due to liquefaction induced by earthquakes can cause casualties as well as significant damage to the building itself. Fabric anisotropy of soil grains is considered to be an important factor in dynamic soil response based on previous researches and laboratory tests. However, the limited availability of real physical data makes it less persuasive. In this study, a shake table installed on a geotechnical centrifuge is used to provide the designed seismic motions, and therefore, to simulate the realistic earthquake motion to foundations. Important parameters in the responses such as acceleration, excess pore pressure and deformation are evaluated to investigate the influence. Implications for design are also discussed.
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spelling doaj.art-b4bbf1bae7a54a85a9ddfc9ae8118a9b2022-12-22T00:54:24ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552015-04-017214715410.1016/j.jrmge.2015.02.003Influence of fabric anisotropy on seismic responses of foundationsJin Qin0Xiangwu Zeng1Haiyan Ming2Department of Civil Engineering, Case Western Reserve University, Cleveland, OH 44106, USADepartment of Civil Engineering, Case Western Reserve University, Cleveland, OH 44106, USADepartment of Civil Engineering, Shenzhen University, Shenzhen 518060, ChinaEarthquakes, as one of the well-known natural disasters, are highly destructive and unpredictable. Foundation failure due to liquefaction induced by earthquakes can cause casualties as well as significant damage to the building itself. Fabric anisotropy of soil grains is considered to be an important factor in dynamic soil response based on previous researches and laboratory tests. However, the limited availability of real physical data makes it less persuasive. In this study, a shake table installed on a geotechnical centrifuge is used to provide the designed seismic motions, and therefore, to simulate the realistic earthquake motion to foundations. Important parameters in the responses such as acceleration, excess pore pressure and deformation are evaluated to investigate the influence. Implications for design are also discussed.http://www.sciencedirect.com/science/article/pii/S1674775515000190Soil mechanicsAngular sandCentrifuge modelingFabric anisotropySeismic response
spellingShingle Jin Qin
Xiangwu Zeng
Haiyan Ming
Influence of fabric anisotropy on seismic responses of foundations
Journal of Rock Mechanics and Geotechnical Engineering
Soil mechanics
Angular sand
Centrifuge modeling
Fabric anisotropy
Seismic response
title Influence of fabric anisotropy on seismic responses of foundations
title_full Influence of fabric anisotropy on seismic responses of foundations
title_fullStr Influence of fabric anisotropy on seismic responses of foundations
title_full_unstemmed Influence of fabric anisotropy on seismic responses of foundations
title_short Influence of fabric anisotropy on seismic responses of foundations
title_sort influence of fabric anisotropy on seismic responses of foundations
topic Soil mechanics
Angular sand
Centrifuge modeling
Fabric anisotropy
Seismic response
url http://www.sciencedirect.com/science/article/pii/S1674775515000190
work_keys_str_mv AT jinqin influenceoffabricanisotropyonseismicresponsesoffoundations
AT xiangwuzeng influenceoffabricanisotropyonseismicresponsesoffoundations
AT haiyanming influenceoffabricanisotropyonseismicresponsesoffoundations