Results 11 to 20 of about 271 (168)

Improvement in the California bearing ratio of subbase soil by recycled asphalt pavement and cement

open access: yesOpen Engineering, 2023
As the subbase layer is one of the important layers in road construction, it is necessary to use a granular material to resist traffic loads. Usually, granular soil with a good gradation is used, which is determined by most road design codes.
Al-Fatlawy Rasha A.   +4 more
doaj   +1 more source

TESTING METHODS FOR DETERMINING THE DEFORMATION BEHAVIOR OF ROAD GRANULAR MIXTURES ACCORDING TO THE REQUIREMENTS OF EUROPEAN STANDARDS [PDF]

open access: yesДороги і мости, 2023
Introduction. In the introduction to the paper, the effect of deformation behavior of unbound granular mixtures (UGMs), when used in an unbound base layer, on the construction of the flexible road pavement was outlined. Problem statement.
Anatolii Tsynka   +3 more
doaj   +1 more source

POSSIBILITIES OF DESIGNING UNBOUND BASE LAYERS OF FLEXIBLE ROAD PAVEMENTS REGARDING THE RESULTS OF THE STUDY OF DEFORMATION BEHAVIOR OF GRANULAR MIXTURES [PDF]

open access: yesДороги і мости, 2023
Introduction. The introduction to the paper highlights the role of the modeling of deformation behavior of unbound granular mixtures (UGMs) under repeated mechanical loading as the base aspect of designing flexible road pavement with an unbound base ...
Anatolii Tsynka   +3 more
doaj   +1 more source

Stabilisation with geogrids for transport applications – selected issues [PDF]

open access: yesMATEC Web of Conferences, 2019
Stabilisation is defined as improvement of the mechanical properties of an unbound granular material by including one or more geosynthetic layers such that the deformation under applied loads is reduced by minimizing soil particle movement. Paper discuss
Kawalec Jacek
doaj   +1 more source

Stabilisation and bearing capacity improvement of granular platform [PDF]

open access: yesE3S Web of Conferences
Building roads or platforms on weak soil is a remaining challenge. The reduction of granular material required for the subbase is more and more crucial, for cost reasons but also for a much lower impact of the earthworks on the environment. Geosynthetics
Nancey Alain   +4 more
doaj   +1 more source

Determination Variety of Pavement Layers Thickness by Using Ground Penetration Radar Technology [PDF]

open access: yesEngineering and Technology Journal, 2010
Ground penetrating radar (GPR) is a high-frequency electromagneticmethod commonly applied to a number of engineering problems especially in the transportation sector.
Mundher Ali Seger
doaj   +1 more source

An Experimental Study of Granular Material Using Recycled Concrete Waste for Pavement Roadbed Construction

open access: yesBuildings, 2022
Rapid worldwide urbanization and drastic population growth have increased the demand for new road construction, which will cause a substantial amount of natural resources such as aggregates to be consumed.
Hasan Al-Mosawe   +3 more
doaj   +1 more source

New shakedown criterion and permanent deformation properties of unbound granular materials

open access: yesJournal of Modern Transportation, 2019
Unbound granular material specifications for road pavements in Australia are primarily based on physical material specification rather than mechanical characterisation.
Ali Alnedawi   +2 more
doaj   +1 more source

Determination of permanent deformation of flexible pavements using finite element model

open access: yesGrađevinar, 2022
The unbound granular material used in flexible road pavements exhibits an elastoplastic behaviour under repetitive traffic loads. Permanent deformation occurring on pavement surface under traffic load is one of the main road pavement problems affecting ...
Huseyin Karadag   +3 more
doaj   +1 more source

An Optimization Model for Design of Asphalt Pavements Based on IHAP Code Number 234

open access: yesAdvances in Civil Engineering, 2016
Pavement construction is one of the most costly parts of transportation infrastructures. Incommensurate design and construction of pavements, in addition to the loss of the initial investment, would impose indirect costs to the road users and reduce road
Ali Reza Ghanizadeh
doaj   +1 more source

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