Mechanical behaviour of unsaturated soil as Crushed Rock Base (CRB) layer under dynamic loads

This paper reports the mechanical behaviour of crushed rock with unsaturated condition under repeated cyclic loading triaxial (RLT) tests performed at different stress levels, in order to investigate the effect of moisture content to crushed rock performances. Road surface rutting is the core basis...

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Main Authors: Siripun, Komsun, Jitsangiam, Peerapong, Nikraz, Hamid
Other Authors: Dong-sheng Zu
Format: Conference Paper
Published: The Hong Kong Geotechnical Society and The Hong Kong Polytechnic University 2011
Online Access:http://hdl.handle.net/20.500.11937/6409
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author Siripun, Komsun
Jitsangiam, Peerapong
Nikraz, Hamid
author2 Dong-sheng Zu
author_facet Dong-sheng Zu
Siripun, Komsun
Jitsangiam, Peerapong
Nikraz, Hamid
author_sort Siripun, Komsun
building Curtin Institutional Repository
collection Online Access
description This paper reports the mechanical behaviour of crushed rock with unsaturated condition under repeated cyclic loading triaxial (RLT) tests performed at different stress levels, in order to investigate the effect of moisture content to crushed rock performances. Road surface rutting is the core basis of damage in flexible pavements which the mainly significant is crushed rock still unclearly thoughtful regarding mechanical behaviour under real situation. RLT tests used to describe the various mechanical responses of unbound granular materials (UGMs) by macro-mechanical observations. The main study focused on the influence of the moisture content moreover crushed rock will be determined the moisture content limit and the effects should be considered in this behaviour for crushed rock base.
first_indexed 2025-11-14T06:11:29Z
format Conference Paper
id curtin-20.500.11937-6409
institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T06:11:29Z
publishDate 2011
publisher The Hong Kong Geotechnical Society and The Hong Kong Polytechnic University
recordtype eprints
repository_type Digital Repository
spelling curtin-20.500.11937-64092023-01-18T08:46:47Z Mechanical behaviour of unsaturated soil as Crushed Rock Base (CRB) layer under dynamic loads Siripun, Komsun Jitsangiam, Peerapong Nikraz, Hamid Dong-sheng Zu Lalit Borana Fei Tong This paper reports the mechanical behaviour of crushed rock with unsaturated condition under repeated cyclic loading triaxial (RLT) tests performed at different stress levels, in order to investigate the effect of moisture content to crushed rock performances. Road surface rutting is the core basis of damage in flexible pavements which the mainly significant is crushed rock still unclearly thoughtful regarding mechanical behaviour under real situation. RLT tests used to describe the various mechanical responses of unbound granular materials (UGMs) by macro-mechanical observations. The main study focused on the influence of the moisture content moreover crushed rock will be determined the moisture content limit and the effects should be considered in this behaviour for crushed rock base. 2011 Conference Paper http://hdl.handle.net/20.500.11937/6409 The Hong Kong Geotechnical Society and The Hong Kong Polytechnic University restricted
spellingShingle Siripun, Komsun
Jitsangiam, Peerapong
Nikraz, Hamid
Mechanical behaviour of unsaturated soil as Crushed Rock Base (CRB) layer under dynamic loads
title Mechanical behaviour of unsaturated soil as Crushed Rock Base (CRB) layer under dynamic loads
title_full Mechanical behaviour of unsaturated soil as Crushed Rock Base (CRB) layer under dynamic loads
title_fullStr Mechanical behaviour of unsaturated soil as Crushed Rock Base (CRB) layer under dynamic loads
title_full_unstemmed Mechanical behaviour of unsaturated soil as Crushed Rock Base (CRB) layer under dynamic loads
title_short Mechanical behaviour of unsaturated soil as Crushed Rock Base (CRB) layer under dynamic loads
title_sort mechanical behaviour of unsaturated soil as crushed rock base (crb) layer under dynamic loads
url http://hdl.handle.net/20.500.11937/6409