Effect of clay layer thickness on desiccation and cracking

Clay materials are usually part of geotechnical projects such as slopes, embankment dams and landfills. Crack problem in clayey soil is one of the most destructive phenomenon as can affect the stability and efficiency of geotechnical projects. Thermal, mechanical and volume changes which lead to str...

Full description

Bibliographic Details
Main Authors: Chegenizadeh, Amin, Nikraz, Hamid
Other Authors: Jotisankasa
Format: Conference Paper
Published: Kasetsart University, Thailand 2012
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/37887
_version_ 1848755170875277312
author Chegenizadeh, Amin
Nikraz, Hamid
author2 Jotisankasa
author_facet Jotisankasa
Chegenizadeh, Amin
Nikraz, Hamid
author_sort Chegenizadeh, Amin
building Curtin Institutional Repository
collection Online Access
description Clay materials are usually part of geotechnical projects such as slopes, embankment dams and landfills. Crack problem in clayey soil is one of the most destructive phenomenon as can affect the stability and efficiency of geotechnical projects. Thermal, mechanical and volume changes which lead to stress in soil can be cause of cracking. A series of desiccation tests were carried out to investigate effect of thickness of clay layer in crack pattern. Circular container selected with 150 mm diameter. Soil thickness was changed during the tests (i.e. 10mm, 15mm, and 30mm). Kaolin clay was used as soil part. The container material selected as metal. The results from the tests proved that thickness of soil is a significant parameter in desiccation tests and with increasing in thickness crack pattern is moved to orthogonal manner. During the tests also effect of fibre inclusion observed and showed that fibre inclusion had significant effect on crack density of the sample.
first_indexed 2025-11-14T08:52:03Z
format Conference Paper
id curtin-20.500.11937-37887
institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T08:52:03Z
publishDate 2012
publisher Kasetsart University, Thailand
recordtype eprints
repository_type Digital Repository
spelling curtin-20.500.11937-378872023-02-07T08:01:20Z Effect of clay layer thickness on desiccation and cracking Chegenizadeh, Amin Nikraz, Hamid Jotisankasa Sawangsuriya Soralump Mairaing cracking fibre clayey soil desiccation Clay materials are usually part of geotechnical projects such as slopes, embankment dams and landfills. Crack problem in clayey soil is one of the most destructive phenomenon as can affect the stability and efficiency of geotechnical projects. Thermal, mechanical and volume changes which lead to stress in soil can be cause of cracking. A series of desiccation tests were carried out to investigate effect of thickness of clay layer in crack pattern. Circular container selected with 150 mm diameter. Soil thickness was changed during the tests (i.e. 10mm, 15mm, and 30mm). Kaolin clay was used as soil part. The container material selected as metal. The results from the tests proved that thickness of soil is a significant parameter in desiccation tests and with increasing in thickness crack pattern is moved to orthogonal manner. During the tests also effect of fibre inclusion observed and showed that fibre inclusion had significant effect on crack density of the sample. 2012 Conference Paper http://hdl.handle.net/20.500.11937/37887 Kasetsart University, Thailand fulltext
spellingShingle cracking
fibre
clayey soil
desiccation
Chegenizadeh, Amin
Nikraz, Hamid
Effect of clay layer thickness on desiccation and cracking
title Effect of clay layer thickness on desiccation and cracking
title_full Effect of clay layer thickness on desiccation and cracking
title_fullStr Effect of clay layer thickness on desiccation and cracking
title_full_unstemmed Effect of clay layer thickness on desiccation and cracking
title_short Effect of clay layer thickness on desiccation and cracking
title_sort effect of clay layer thickness on desiccation and cracking
topic cracking
fibre
clayey soil
desiccation
url http://hdl.handle.net/20.500.11937/37887