Results 11 to 20 of about 1,973 (206)

Dataset regarding calcium bentonite and sodium bentonite as stabilizers for roads unbound

open access: yesData in Brief, 2022
The collected dataset derives from the laboratory testing of bentonite clay investigated as a stabilization technology for the unbound layers of road pavements.
Diego Maria Barbieri   +6 more
doaj   +1 more source

Dataset regarding the mechanical properties of roads unbound treated with synthetic fluid based on isoalkane and tall oil

open access: yesData in Brief, 2022
The dataset revolves around the laboratory testing of an innovative additive technology for possible stabilization of unbound courses in road pavements. The product is a synthetic fluid based on isoalkane and tall oil pitch. Two test types are performed.
Diego Maria Barbieri   +6 more
doaj   +1 more source

"Analysis on top-down cracking resistance of rubber-plastic modified asphalt pavement"

open access: yesHecheng xiangjiao gongye, 2023
The properties of rubber-plastic modified asphalt mixture and SBS modified asphalt mixture were compared by splitting test, triaxial repeated load test and small beam bending test, and the stress variation law of the upper layer cracks on asphalt ...
HE Wei, LI Xin
doaj   +1 more source

Rutting mechanisms and advanced laboratory testing of asphalt mixtures resistance against permanent deformation [PDF]

open access: yesFacta Universitatis. Series: Architecture and Civil Engineering, 2011
Permanent deformation in asphalt layers which manifestation on pavement surface is named rutting represents one of the most significant distresses of asphalt pavements. Depending on the level, it can be a huge inconvenience for traffic safety, driving
Miljković Miomir, Radenberg Martin
doaj   +1 more source

Influence of Degree of Saturation (DOS) on Dynamic Behavior of Unbound Granular Materials

open access: yesGeosciences, 2021
The extensive application of natural unbound granular materials (UGMs) motivates studies into the mechanical properties of alternatives such as processed crushed rocks employed commonly as base or subbase layers.
Junyu Sun   +2 more
doaj   +1 more source

Effect of vertical stress rest period on deformation behaviour of unbound granular materials: Experimental and numerical investigations

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2019
Repeated load triaxial test is used to assess the deformation behaviour of unbound granular materials (UGMs) in flexible road pavements. Repeated load pulse characteristics (i.e.
Ali Alnedawi   +3 more
doaj   +1 more source

Repeated Loading Triaxial Test on Bentonite-Slag-Tire Mixture

open access: yesInternational Journal of Recent Technology and Engineering (IJRTE), 2020
A road may be built on expansive soil. Therefore, it is important to know the behavior of soil in the presence of other additives such as slag and tire; which in these days research wants to use them in geotechnical and pavement projects. One of the potential way to investigate the issue is application of by-products.
Amin Chegenizadeh*   +3 more
openaire   +1 more source

Estimating the resilient modulus of subgrade materials using visual inspection

open access: yesTransportes, 2022
The definition of the Resilient Modulus (MR) of subgrade soils is essential for the reliable implementation of mechanistic-empirical pavement design. The MR of the soil is measured through repeated triaxial load tests which require expensive equipment ...
Wana Maria de Souza   +2 more
doaj   +1 more source

Evaluation of Subgrade Resilient Modulus and Modulus Ratio for Geotextile Reinforced Water Bound Macadam Road using Full-Scale Laboratory Accelerated Pavement Testing Set Up

open access: yesJournal of Materials and Engineering Structures, 2022
Resilient modulus (MR) is a very important parameter for designing the flexible pavements. In the mechanistic pavement design, MR of pavement materials is used as an input parameter.
Ganesh Shivaji INGLE
doaj  

Structural Contribution of Cold In-Place Recycling Base Layer

open access: yesCivilEng, 2021
Cold in-place recycling (CIR) of asphalt pavements is a process that has successfully been used for many years. The use of CIR for rehabilitation offers many advantages over traditional overlays due to its excellent resistance to reflective cracking and ...
Mateo E. Carvajal   +4 more
doaj   +1 more source

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