The Unbound Granular Base Course Design with Ultimate Strength Concept

QR Code

The Unbound Granular Base Course Design with Ultimate Strength Concept

This study aims to introduce alternative design procedures for a flexible pavement base course by utilizing the ultimate strength criteria with sophisticated laboratory results of base course materials. Current pavement design mostly avoids all complicated behaviors of an unbound granular base layer...

Full description

Bibliographic Details
Main Authors:	Siripun, Komsun, Jitsangiam, Peerapong, Nikraz, Hamid
Other Authors:	Not listed
Format:	Conference Paper
Published:	International Committee on Road & Airfield Pavement Technology (ICPT) 2011
Subjects:	Pavement design flexible pavement unbound granular
Online Access:	http://hdl.handle.net/20.500.11937/33316

Similar Items

Failure Criterion Evaluation of Unbound Granular Base Course
by: Siripun, Komsun, et al.
Published: (2011)

The design model of unbound granular materials for flexible pavement
by: Siripun, Komsun, et al.
Published: (2012)

Ultimate design of unbound granular base courses for flexible pavements
by: Jitsangiam, Peerapong, et al.
Published: (2011)

The Permanent Deformation Criterion of Unbound Granular Materials (UGMS) Layer
by: Siripun, Komsun, et al.
Published: (2011)

Effects of Moisture Characteristics of Unbound Granular Base Course
by: Siripun, Komsun, et al.
Published: (2010)

Stress Estimating of Unbound Granular Base Course
by: Siripun, Komsun, et al.
Published: (2010)

Failure Criteria Evaluation and Shear Strength of Granular Base Course for Thin Flexible Pavement
by: Siripun, Komsun, et al.
Published: (2011)

'Simulation of Shakedown Behavior for Flexible Pavement's Unbound Granular Layer
by: Nega, Ainalem, et al.
Published: (2015)

Mechanical behavior of unbound granular road base materials under repeated cyclic loads
by: Siripun, Komsun, et al.
Published: (2011)

Tensile Strength Improvement Using Fibre Reinforced Crushed Rock
by: Siripun, Komsun, et al.
Published: (2010)

Permanent Deformation Behavior of Crushed Rock Base (CRB) as Highway Base Course Material
by: Siripun, Komsun, et al.
Published: (2010)

Sustainable Use of Crushed Concrete Waste for Thin Flexible Pavement
by: Siripun, Komsun, et al.
Published: (2012)

The confinement and modulus evaluation of unbound granular base course
by: Siripun, Komsun, et al.
Published: (2011)

Unbound granular base course with shallow foundation concept
by: Siripun, K., et al.
Published: (2011)

Accuracy in mechanistic pavement design consequent upon unbound material testing
by: Gillett, Simon D.
Published: (2002)

Permanent deformation evaluation of Unbound Granular Materials (UGMs) layer
by: Siripun, Komsun, et al.
Published: (2010)

Design of heavy-duty pavements incorporating a granular interlayer
by: Ahmed, Imtiaz
Published: (2020)

Foamed Bitumen Stabilised Pavements towards Western Australia Experience
by: Jitsangiam, Peerapong, et al.
Published: (2012)

The effects of moisture characteristics of Crushed Rock Base (CRB)
by: Siripun, Komsun, et al.
Published: (2011)

Characterisation, Analysis and Design of Hydrated Cement Treated Crushed Rock Base as a Road Base Material in Western Australia
by: Jitsangiam, Peerapong, et al.
Published: (2012)

The prediction of permanent deformation in flexible pavements
by: Bell, C.A.
Published: (1978)

Repeated load triaxial testing of soils
by: Hyde, A.F.L.
Published: (1974)

Reliability in pavement design
by: Dalla Valle, Paola
Published: (2015)

Shakedown analysis and design of flexible road pavements under moving surface loads
by: Wang, Juan
Published: (2011)

A comparison between austroads pavement structural design and AASHTO design in flexible pavement
by: Ghadimi, Behzad, et al.
Published: (2013)

A comparison between a shakedown design approach and the analytical design approach in the UK for flexible road pavements
by: Wang, Juan, et al.
Published: (2016)

Characterisations of base course materials in Western Australia pavements
by: Siripun, Komsun
Published: (2010)

Horizontal permeability of unbound granular aggregates in highway base and sub-base / Mohd Ashaari Ab. Wahab
by: Ab. Wahab, Mohd Ashaari
Published: (2003)

Mix Design of Cementitious Basecourse
by: Yeo, Yang sheng, et al.
Published: (2011)

A comparison between effects of linear and non-linear mechanistic behaviour of materials on the layered flexible pavement response
by: Ghadimi, Behzad, et al.
Published: (2013)

Pavement Analysis and Design for Hydrated Cement Treated Crushed Rock Base (HCTCRB) Pavements
by: Chummuneerat, Suphat, et al.
Published: (2015)

An Evaluation of Construction and Demolition (C&D) Waste as a Road Construction Material
by: Jitsangiam, Peerapong, et al.
Published: (2012)

Design of road foundations
by: Thom, Nicholas
Published: (1988)

Characterization of cement-modified base course materials for Western Australia roads
by: Jitsangiam, Peerapong, et al.
Published: (2009)

Application of shakedown theory in the structural design of bituminous pavements
by: Liu, Shu
Published: (2016)

Stresses and deformations in flexible layered pavement systems subjected to dynamic loads
by: Brown, S.F.
Published: (1967)

Effect of Binder Content and Active Filler Selection on Foamed Bitumen Mixtures: Western Australia Experience
by: Jitsangiam, Peerapong, et al.
Published: (2012)

Experimental validation of the shakedown concept for pavement analysis and design
by: Juspi, Sumyaty
Published: (2007)

Insensitizing controls for a nonlinear parabolic equation with a nonlinear term involving the state and the gradient in unbounded domains
by: Xu, Y., et al.
Published: (2009)

Flexural Behaviour of Cement Treated Crushed Rock Under Static and Dynamic Loads
by: Yeo, Yang Sheng, et al.
Published: (2011)