Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effect of Overloaded Vehicles on Pavement Design
Overloaded vehicles cause faster road damage before reaching the planned life. However, treatment of significant damage has not been carried out at the research site. The location of the study focused on the road Krian-Mojokerto district boundary. This study aims to design pavement that can be used to overcome damage caused by vehicle overload. From the results of WIM testing at the research site, it is known that the location is overloaded. Seeing these problems, the design of the road is done by manual method of pavement design in 2017. Analysis to determine the thickness of the pavement is based on the value of Cumulative Equivalent Standard Axle Load (CESAL) during the life of the plan, where the higher the CESAL value, the thicker the pavement will be. Based on the design results obtained pavement thickness with normal load AC-Base 14.5 cm, AC-BC 6 cm and AC-WC 4 cm, while for pavement with more load AC-Base 24.5 cm, AC-BC 6 cm and AC-WC 4 cm. The design results show that a thicker pavement thickness is required to cope with excessive vehicle loads so that the road can last until the end of its design life. From this study is expected to have an impact on improving the quality of roads in overcoming excessive road traffic.
Effect of Overloaded Vehicles on Pavement Design
Overloaded vehicles cause faster road damage before reaching the planned life. However, treatment of significant damage has not been carried out at the research site. The location of the study focused on the road Krian-Mojokerto district boundary. This study aims to design pavement that can be used to overcome damage caused by vehicle overload. From the results of WIM testing at the research site, it is known that the location is overloaded. Seeing these problems, the design of the road is done by manual method of pavement design in 2017. Analysis to determine the thickness of the pavement is based on the value of Cumulative Equivalent Standard Axle Load (CESAL) during the life of the plan, where the higher the CESAL value, the thicker the pavement will be. Based on the design results obtained pavement thickness with normal load AC-Base 14.5 cm, AC-BC 6 cm and AC-WC 4 cm, while for pavement with more load AC-Base 24.5 cm, AC-BC 6 cm and AC-WC 4 cm. The design results show that a thicker pavement thickness is required to cope with excessive vehicle loads so that the road can last until the end of its design life. From this study is expected to have an impact on improving the quality of roads in overcoming excessive road traffic.
Effect of Overloaded Vehicles on Pavement Design
Lecture Notes in Civil Engineering
Nia, Elham Maghsoudi (Herausgeber:in) / Awang, Mokhtar (Herausgeber:in) / Rebo Ule, Dominik G. (Autor:in) / Arifin, Muhammad Zainul (Autor:in) / Wicaksono, Agus Dwi (Autor:in)
International Conference on Architecture and Civil Engineering Conference : ; 2023 ; Putrajaya, Malaysia
06.07.2024
7 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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