Zobrazeno 1 - 10
of 1 226
pro vyhledávání: '"Indirect tensile strength"'
Publikováno v:
Discover Civil Engineering, Vol 1, Iss 1, Pp 1-18 (2024)
Abstract Enhancing the performance of asphalt binders is essential for ensuring the long-term durability and serviceability of asphalt mixtures, as it can help reduce the frequency of maintenance and repair work, ultimately leading to the development
Externí odkaz:
https://doaj.org/article/b8bc122ad40246b7a61df046e8ff0b65
Publikováno v:
Open Engineering, Vol 14, Iss 1, Pp 820-38 (2024)
This study aims to ascertain the effects of polymer-modified bitumen (PMB) and to utilize mineral filler with micro-silica (MS) on various properties of hot-mix asphalt (HMA). In this work, three specimens of an asphalt-concrete mixture were prepared
Externí odkaz:
https://doaj.org/article/7b3154c7771f41738de4e59c4ca0a761
Autor:
S. Sathvik, G. Shiva Kumar, Alireza Bahrami, G.C. Nitin, Sumit Kumar Singh, Essam Althaqafi, Yasin Onuralp Özkılıç
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e03238- (2024)
Fish represents an abundant and underutilized waste product from the fishing industry. This study investigated the effects of incorporating fish scale powder (FSP) at various dosages (3%, 6%, 9%, and 12%) on the properties of asphalt binder and mixtu
Externí odkaz:
https://doaj.org/article/9857d17d1b0c4b4195745c4344fdb92e
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e03095- (2024)
This study investigated the properties of asphalt mixtures, including recycled asphalt pavement, at high ratios. In addition, to improve the properties of asphalt mixtures containing recycled asphalt pavement, bitumen was modified with a rejuvenator
Externí odkaz:
https://doaj.org/article/25e266dbcb9141b18967824502b65ceb
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 12, Pp 3221-3229 (2023)
To improve the accuracy of indirect tensile strength for a transversely isotropic rock in the Brazilian test, this study considered the three-dimensional (3D) deformation and the nonlinear stress–strain relationship. A parametric study of a numeric
Externí odkaz:
https://doaj.org/article/9655b63e1ff0402e9a28c36efe0046a0
Publikováno v:
Journal of Engineering, Vol 30, Iss 04 (2024)
Premature failure in asphalt concrete pavement has been the main concern for pavement construction companies and engineers in recent years because of the large rise in traffic volume and loads and the temperature extremes in the summer and winter. Th
Externí odkaz:
https://doaj.org/article/fa546dda9a93448fb5be13d06424b40b
Autor:
Ayad A. F. Al-Dulaimi
Publikováno v:
Journal of Engineering, Vol 14, Iss 04 (2024)
Environmental problems created by discarded waste rubbers, such as potential fire and diseas hazards, have become significant in recent years. In connection with rubber recycling, a comparative study of laboratory performance of application of two po
Externí odkaz:
https://doaj.org/article/960246ffc6934223819cc352d8d0cfc2
Autor:
Sarah K. Ugla, Mohammed Q. Ismael
Publikováno v:
Journal of Engineering, Vol 30, Iss 01 (2024)
One of the most essential components of asphalt pavements is the filler. It serves two purposes. First, this fine-grained material (diameter less than 0.075 mm) improves the cohesiveness of aggregate with bitumen. Second, produce a dense mixture by f
Externí odkaz:
https://doaj.org/article/ca6b54c325c64fdda1f40799b1d5af19
Autor:
Md Arifuzzaman, Hisham Jahangir Qureshi, Abdulrahman Fahad Al Fuhaid, Fayez Alanazi, Muhammad Faisal Javed, Sayed M. Eldin
Publikováno v:
Journal of Materials Research and Technology, Vol 24, Iss , Pp 3334-3351 (2023)
Plastic asphalt mixtures (PAMs) have garnered attention recently, but their field application has been limited due to a lack of understanding of asphalt mix behavior following modification. A modelling tool that can calculate the plastic influence on
Externí odkaz:
https://doaj.org/article/9c7be7de5d5a467faeae3b0fccf4faf0
Publikováno v:
Applied Sciences, Vol 14, Iss 6, p 2618 (2024)
This paper investigates the effects of incorporating dispersed fibrous reinforcement in hydraulically bound granular 0/16-mm mixtures. The evaluated fibrous reinforcement comprised a mixture of polypropylene and alkali-resistant glass fibers in a 1:2
Externí odkaz:
https://doaj.org/article/bcae5ed98ab74e3592e873196e32d7cc