Results 131 to 140 of about 271 (168)
Optimization of glass debris in the treatment of swelling clay soils using recycled materials for sustainable road engineering. [PDF]
Sci RepOuslimane N +7 more
europepmc +1 more source
Some of the next articles are maybe not open access.
Related searches:
Related searches:
Large Diameter Triaxial Tests on Geosynthetic-Reinforced Granular Subbases
Journal of Materials in Civil Engineering, 2015The estimation of strength and stiffness of reinforced aggregates is very important for the design and construction of reinforced unpaved/paved road sections. This paper presents the experimental results from static and cyclic triaxial tests carried out on granular subbase samples reinforced with multiple layers of geogrid reinforcement.
G Madhavi Latha
exaly +3 more sources
Road Materials and Pavement Design, 2009
Experimental estimation of the modulus is excessively costly and complex owing to the large number of factors that affects the modulus. Thus, it is necessary to determine the resilient modulus of granular pavement materials such as subgrade soils and subbase materials from an empirical model for the design of a lower level pavement system.
Park, HI +2 more
exaly +3 more sources
Experimental estimation of the modulus is excessively costly and complex owing to the large number of factors that affects the modulus. Thus, it is necessary to determine the resilient modulus of granular pavement materials such as subgrade soils and subbase materials from an empirical model for the design of a lower level pavement system.
Park, HI +2 more
exaly +3 more sources
Transportation Geotechnics, 2014
The aim of this study is to clarify strength characteristics of a subbase course material changed due to the degree of saturation and the strain rate. A series of monotonic triaxial compression tests was carried out under desired unsaturated and strain rate conditions using a medium-size triaxial compression apparatus.
Tatsuya Ishikawa +2 more
exaly +2 more sources
The aim of this study is to clarify strength characteristics of a subbase course material changed due to the degree of saturation and the strain rate. A series of monotonic triaxial compression tests was carried out under desired unsaturated and strain rate conditions using a medium-size triaxial compression apparatus.
Tatsuya Ishikawa +2 more
exaly +2 more sources
Rutting prediction in airport pavement granular base/subbase: A stress history based approach
Transportation Geotechnics, 2016Abstract Test data from full-scale aircraft gear loading conducted at the National Airport Pavement Test Facility (NAPTF) by the US Federal Aviation Administration (FAA) were analyzed to investigate the effects of wander (offset loads) and channelized traffic loadings on the deformation behavior of unbound aggregate layers in asphalt pavement test ...
Erol Tutumluer, Priyanka Sarker
exaly +2 more sources
Acta Geotechnica, 2007
This paper presents the results of the first phase of a research project dealing with the constitutive description of the behaviour of well-graded granular materials when used for base or subbase layers in flexible pavement structures (so-called “unbound granular materials”, UGMs). Monotonic and cyclic loading is under consideration.
T Wichtmann +2 more
exaly +2 more sources
This paper presents the results of the first phase of a research project dealing with the constitutive description of the behaviour of well-graded granular materials when used for base or subbase layers in flexible pavement structures (so-called “unbound granular materials”, UGMs). Monotonic and cyclic loading is under consideration.
T Wichtmann +2 more
exaly +2 more sources
Transportation Geotechnics, 2017
Abstract The major pavement test facility for airfields in the United States is the FAA William J. Hughes Technical Center in Atlantic City, New Jersey. This facility is the National Airfield Pavement Test Facility and is housed in a covered hangar on the outskirts of the Atlantic City Airport.
Claudia E Zapata
exaly +2 more sources
Abstract The major pavement test facility for airfields in the United States is the FAA William J. Hughes Technical Center in Atlantic City, New Jersey. This facility is the National Airfield Pavement Test Facility and is housed in a covered hangar on the outskirts of the Atlantic City Airport.
Claudia E Zapata
exaly +2 more sources
Effect of compaction on the hydraulic conductivity of granular subbase layers in road pavements
Innovative Infrastructure Solutions, 2023Sridhar Raju +2 more
exaly +2 more sources