Results 61 to 70 of about 271 (168)
Granular Material Development Applied in an Experimental Section for Civil Engineering Purposes
In this study, a granular material (GM) derived from wastes generated in waste-to-energy plants was developed. Weathered bottom ash (WBA) and air pollution control (APC) ashes obtained from municipal solid waste incineration (MSWI) were used as raw ...
Jessica Giro-Paloma +2 more
doaj +1 more source
Abstract To ensure road safety during winter, it is necessary to use de‐icing salts. However, the detrimental effects of these salts on aquatic ecosystems, vegetation, lakes, ground and surface water, and soils have become a major concern in recent years.
Mitra Ebrahimi Gardeshi +3 more
wiley +1 more source
Stabilization of Clay Subgrade Soil by Using Waste Foundry Sand with a Geogrid
Various stabilizers, such as jute, gypsum, rice-husk ash, fly ash, cement, lime, and discarded rubber tires, are commonly used to improve the shear strength and overall characteristics of clay subgrade soil.
Qais Sahib Banyhussan +5 more
doaj +1 more source
Geogrid-stabilized eco-friendly aggregates for pavement base – quantitative assessment using Bender Element sensor technology [PDF]
Geogrids provide mechanical stabilization by effectively restraining aggregate movements in a granular layer which in turn improve pavement performance and extend its lifespan.
Wang Han +4 more
doaj +1 more source
The mainly factors studied to predict fatigue life of hot mix asphalt-HMA in flexible pavements are the loading effect, type of test, compaction methods, design parameters of HMA (e.g., particle size and size distribution curve, fine content, type of ...
Hugo A. Rondón-Quintana +2 more
doaj
Fatigue performance of flexible pavements with cement-bound granular material (CBGM)
The article analyzes the fatigue performance of flexible pavement structures incorporating cement-bound granular material (CBGM) as a subbase layer. In current Polish design methodologies, overly conservative and underestimated stiffness modulus values ...
Bartosz Budziński +2 more
doaj +1 more source
Neural network-based model for prediction of permanent deformation of unbound granular materials
Several available mechanistic-empirical pavement design methods fail to include predictive model for permanent deformation (PD) of unbound granular materials (UGMs), which make these methods more conservative.
Ali Alnedawi +2 more
doaj +1 more source
Caracterización de los cuencos de deflexión en estructuras de pavimentos flexibles
El propósito del artículo es mostrar la caracterización de los cuencos de deflexión en una estructura de pavimento flexible y modelar el comportamiento del cuenco de deflexión ante la variación de los módulos de elasticidad y los espesores de las ...
Carlos Hernando Higuera Sandoval
doaj
The effect of fines content (material finer than 0.075 mm) on the mechanical properties of subbase course aggregate is studied in this paper. a laboratory tests were carried out using percentage of fines material 5%, 10% and 15% by weight adding to the ...
Adil N. Abid +2 more
doaj
Granular lateritic materials (GLM), widely used in tropical regions for their availability and low cost, often exhibit high variability and inadequate bearing capacity to satisfy pavement design requirements.
Arnaud Ngo’o Ze +6 more
doaj +1 more source

