This chapter presents laboratory and in-situ experimental techniques used to describe the mechanical behaviour of pavement material at different saturation stages. The use of repeated triaxial load testing to obtain stiffness characteristics as well as the ability of the material to withstand accumulation of permanent deformation during cyclic loading is considered. For unsaturated soils, in addition to mechanical variables, it is shown that a moisture/suction control should be added. Several techniques are described to assist in this. A brief presentation of model parameters and tests needed for model calibration are introduced. Evaluation of pavement structural capacity based on deflection measurements with non-destructive testing equipme...
This thesis was submitted for the award of Doctor of Philosophy and was awarded by Brunel University...
It is generally believed that, irrespective of pavement type, the water on the pavement surface or w...
ABSTRACT: The results of an experimental work on two road granular materials are presented, includin...
This chapter deals with the effects of water on the mechanical behaviour of pavements. The analyse i...
This chapter presents a mechanical behaviour study, i.e. the bearing capacity as a function of the m...
This chapter presents a mechanical behaviour study, i.e. the bearing capacity as a function of the m...
The structural behaviour of pavements in cold regions can considerably be affected by seasonal varia...
The structural behaviour of pavements in cold regions can considerably be affected by seasonal varia...
Climate changes alter the environmental conditions which pavement design is based on, invalidating e...
One of the main causes of distress in asphalt pavements is water damage. The purpose of this paper i...
One of the main causes of distress in asphalt pavements is water damage. The purpose of this paper i...
One of the main causes of distress in asphalt pavements is water damage. The purpose of this paper i...
One of the main causes of distress in asphalt pavements is water damage. The purpose of this paper i...
Objective: This research work addressed the comparison of the stiffness of a granular base under opt...
Expected climate changes will in many areas represent a shift towards increased precipitation and mo...
This thesis was submitted for the award of Doctor of Philosophy and was awarded by Brunel University...
It is generally believed that, irrespective of pavement type, the water on the pavement surface or w...
ABSTRACT: The results of an experimental work on two road granular materials are presented, includin...
This chapter deals with the effects of water on the mechanical behaviour of pavements. The analyse i...
This chapter presents a mechanical behaviour study, i.e. the bearing capacity as a function of the m...
This chapter presents a mechanical behaviour study, i.e. the bearing capacity as a function of the m...
The structural behaviour of pavements in cold regions can considerably be affected by seasonal varia...
The structural behaviour of pavements in cold regions can considerably be affected by seasonal varia...
Climate changes alter the environmental conditions which pavement design is based on, invalidating e...
One of the main causes of distress in asphalt pavements is water damage. The purpose of this paper i...
One of the main causes of distress in asphalt pavements is water damage. The purpose of this paper i...
One of the main causes of distress in asphalt pavements is water damage. The purpose of this paper i...
One of the main causes of distress in asphalt pavements is water damage. The purpose of this paper i...
Objective: This research work addressed the comparison of the stiffness of a granular base under opt...
Expected climate changes will in many areas represent a shift towards increased precipitation and mo...
This thesis was submitted for the award of Doctor of Philosophy and was awarded by Brunel University...
It is generally believed that, irrespective of pavement type, the water on the pavement surface or w...
ABSTRACT: The results of an experimental work on two road granular materials are presented, includin...