Effect of anisotropy on the bearing capacity and deformation of sand

Although the effect of anisotropy on soil behavior due to the parallel alignment of particles remains a subject of great interest, studying its effects on load deformation behavior of stabilized sand has yet to be undertaken. Therefore, this paper presents a study of the behaviour of a laboratory fo...

Full description

Bibliographic Details
Main Authors: Al-Rkaby, A., Chegenizadeh, Amin, Nikraz, Hamid
Format: Journal Article
Published: Australian Geomechanics Journal 2017
Online Access:http://hdl.handle.net/20.500.11937/60687
_version_ 1848760627213893632
author Al-Rkaby, A.
Chegenizadeh, Amin
Nikraz, Hamid
author_facet Al-Rkaby, A.
Chegenizadeh, Amin
Nikraz, Hamid
author_sort Al-Rkaby, A.
building Curtin Institutional Repository
collection Online Access
description Although the effect of anisotropy on soil behavior due to the parallel alignment of particles remains a subject of great interest, studying its effects on load deformation behavior of stabilized sand has yet to be undertaken. Therefore, this paper presents a study of the behaviour of a laboratory footing model, supported on anisotropic cemented sand, considering two relative densities and three cement contents. The initial anisotropy was induced by preparing samples with different orientations of the bedding plane α (from 0o to 90o). The results show a strong effect of anisotropy, wherein the ultimate pressure of untreated sand took place when α = 0° while the minimum value was achieved at α=60° & 75o for loose and dense sand respectively. Cementation results in clear elimination of variation in bearing capacities, and this significant reduction in anisotropy is accompanied by much improvement in ultimate bearing capacity and stiffness. However, soils with α in the range of 60°-90° still exhibit some little anisotropic behaviour.
first_indexed 2025-11-14T10:18:47Z
format Journal Article
id curtin-20.500.11937-60687
institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T10:18:47Z
publishDate 2017
publisher Australian Geomechanics Journal
recordtype eprints
repository_type Digital Repository
spelling curtin-20.500.11937-606872018-05-21T23:40:58Z Effect of anisotropy on the bearing capacity and deformation of sand Al-Rkaby, A. Chegenizadeh, Amin Nikraz, Hamid Although the effect of anisotropy on soil behavior due to the parallel alignment of particles remains a subject of great interest, studying its effects on load deformation behavior of stabilized sand has yet to be undertaken. Therefore, this paper presents a study of the behaviour of a laboratory footing model, supported on anisotropic cemented sand, considering two relative densities and three cement contents. The initial anisotropy was induced by preparing samples with different orientations of the bedding plane α (from 0o to 90o). The results show a strong effect of anisotropy, wherein the ultimate pressure of untreated sand took place when α = 0° while the minimum value was achieved at α=60° & 75o for loose and dense sand respectively. Cementation results in clear elimination of variation in bearing capacities, and this significant reduction in anisotropy is accompanied by much improvement in ultimate bearing capacity and stiffness. However, soils with α in the range of 60°-90° still exhibit some little anisotropic behaviour. 2017 Journal Article http://hdl.handle.net/20.500.11937/60687 Australian Geomechanics Journal fulltext
spellingShingle Al-Rkaby, A.
Chegenizadeh, Amin
Nikraz, Hamid
Effect of anisotropy on the bearing capacity and deformation of sand
title Effect of anisotropy on the bearing capacity and deformation of sand
title_full Effect of anisotropy on the bearing capacity and deformation of sand
title_fullStr Effect of anisotropy on the bearing capacity and deformation of sand
title_full_unstemmed Effect of anisotropy on the bearing capacity and deformation of sand
title_short Effect of anisotropy on the bearing capacity and deformation of sand
title_sort effect of anisotropy on the bearing capacity and deformation of sand
url http://hdl.handle.net/20.500.11937/60687