Mechanical characteristics of hydrated cement treated crushed rock base for Western Australian road base

Hydrated Cement Treated Crushed Rock Base (HCTCRB) is a cement stabilized base course produced by adding 2% Portland cement to standard crushed rock base. The mix is stockpiled for specified hydration period and then retreated to retain unbound property. HCTCRB has been used based on empirical appro...

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Main Authors: Chummuneerat, S., Jitsangiam, Peerapong, Nikraz, H.
Format: Conference Paper
Published: 2012
Online Access:http://hdl.handle.net/20.500.11937/18444
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author Chummuneerat, S.
Jitsangiam, Peerapong
Nikraz, H.
author_facet Chummuneerat, S.
Jitsangiam, Peerapong
Nikraz, H.
author_sort Chummuneerat, S.
building Curtin Institutional Repository
collection Online Access
description Hydrated Cement Treated Crushed Rock Base (HCTCRB) is a cement stabilized base course produced by adding 2% Portland cement to standard crushed rock base. The mix is stockpiled for specified hydration period and then retreated to retain unbound property. HCTCRB has been used based on empirical approach and experiences causing uncertainty during production and construction processes. Consequently, the material characterisation of HCTCRB in accordance with the pavement mechanistic approach is strongly required to understand the material behavior to maximize its uses. This paper aims to present the mechanical characteristics of HCTCRB in terms of resilient modulus using repeated load triaxial tests. The experiments were conducted to study the influences of various factors during production process (i.e. cement content, mixing moisture content and hydration period) on HCTCRB properties. HCTCRB were also examined its conformity to the definition of modified granular materials, according to Austroads standard.
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format Conference Paper
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institution Curtin University Malaysia
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publishDate 2012
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spelling curtin-20.500.11937-184442017-01-30T12:07:59Z Mechanical characteristics of hydrated cement treated crushed rock base for Western Australian road base Chummuneerat, S. Jitsangiam, Peerapong Nikraz, H. Hydrated Cement Treated Crushed Rock Base (HCTCRB) is a cement stabilized base course produced by adding 2% Portland cement to standard crushed rock base. The mix is stockpiled for specified hydration period and then retreated to retain unbound property. HCTCRB has been used based on empirical approach and experiences causing uncertainty during production and construction processes. Consequently, the material characterisation of HCTCRB in accordance with the pavement mechanistic approach is strongly required to understand the material behavior to maximize its uses. This paper aims to present the mechanical characteristics of HCTCRB in terms of resilient modulus using repeated load triaxial tests. The experiments were conducted to study the influences of various factors during production process (i.e. cement content, mixing moisture content and hydration period) on HCTCRB properties. HCTCRB were also examined its conformity to the definition of modified granular materials, according to Austroads standard. 2012 Conference Paper http://hdl.handle.net/20.500.11937/18444 restricted
spellingShingle Chummuneerat, S.
Jitsangiam, Peerapong
Nikraz, H.
Mechanical characteristics of hydrated cement treated crushed rock base for Western Australian road base
title Mechanical characteristics of hydrated cement treated crushed rock base for Western Australian road base
title_full Mechanical characteristics of hydrated cement treated crushed rock base for Western Australian road base
title_fullStr Mechanical characteristics of hydrated cement treated crushed rock base for Western Australian road base
title_full_unstemmed Mechanical characteristics of hydrated cement treated crushed rock base for Western Australian road base
title_short Mechanical characteristics of hydrated cement treated crushed rock base for Western Australian road base
title_sort mechanical characteristics of hydrated cement treated crushed rock base for western australian road base
url http://hdl.handle.net/20.500.11937/18444