|
|
|
|
|
Zeying Bian, Mengyuan Zeng, Hongduo Zhao, Mu Guo and Juewei Cai
Measuring the axle loads of vehicles with more accuracy is a crucial step in weight enforcement and pavement condition assessment. This paper proposed a vibration-based method, which has an extended sensing range, high temporal sampling rate, and dense s...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jingnan Zhao, Hao Wang, Pan Lu and Jiaqi Chen
Pavement distresses are induced by mechanistic responses in pavement structure subjected to dynamic loads of moving vehicles. Pavement surface evenness deteriorates as pavement distresses propagate, which results in dynamic axle loads and faster pavement...
ver más
|
|
|
|
|
|
|
|
|
|
|
Madappa VR Sivasubramanian, Vinay Shimpi , S.B. Singh
Pág. 178 - 189
|
|
|
|
|
|
|
|
|
|
|
Thaís Aparecida dos Santos, Carlos Alberto Prado da Silva Júnior, Heliana Barbosa Fontenele
Pág. e35117
Currently, methods used for pavement design are empirical and based on experiments conducted in the 1960s. Due to the number of variables that can influence an empirical analysis, the National Cooperative Highway Research Program (NCHRP) prop...
ver más
|
|
|
|
|
|
|
|
|
|
|
Thaís Aparecida dos Santos, Carlos Alberto Prado da Silva Júnior, Heliana Barbosa Fontenele (Author)
Pág. e35117
Currently, methods used for pavement design are empirical and based on experiments conducted in the 1960s. Due to the number of variables that can influence an empirical analysis, the National Cooperative Highway Research Program (NCHRP) prop...
ver más
|
|
|
|
|
|
|
|
|
|
|
?. M. Patlasov,E. M. Fedorenko
Pág. 87 - 95
|
|
|
|
|
|
|
|
|
|
|
Dawid Rys, Jozef Judycki, Piotr Jaskula
Pág. 2382 - 2391
The new Polish Catalog of Typical Flexible and Semi-rigid Pavement Structures was introduced to use in practice in 2014. Much of works were focused on actualization of vehicles load equivalency factors. For this purpose data delivered from weigh-in-motio...
ver más
|
|
|
|
|
|
|
|
|
|
|
N. B. Mankevych
Pág. 142 - 150
|
|
|
|
|
|
|
|
|
|
|
Zhiping Zeng, Ji Hu, Xudong Huang, Weidong Wang, Zhibin Huang, Abdulmumin Ahmed Shuaibu, Yu Yuan, Zhonglin Xie and Xianfeng He
To meet the transportation requirements of heavy-haul trains, it is necessary to consider the use of prestressed reinforced concrete ballastless tracks. Therefore, the CRTSIII SBT (China Railway Track System III-type slab ballastless track) has been cons...
ver más
|
|
|
|
|
|
|
|
|
|
|
Chuang Yan and Ya Wei
In-service Portland cement concrete (PCC) pavements are subject to repeated dynamic loads from moving vehicles; thus, the actual stress generated in a PCC pavement may significantly differ from the static stress, which is normally used in the design and ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Xianliang Wang, Jin He, Mingyue Bai, Lei Liu, Shang Gao, Kun Chen and Haiyang Zhuang
The traffic-induced soil compaction in the field has gradually become an important constraint to sustainable agricultural development. A field experiment was conducted to acquire the stress transmitted caused by multiple passes with different types of tr...
ver más
|
|
|
|
|
|
|
|
|
|
|
Marco Manzone and Angela Calvo
The frame structure of the trailer may influence both the traction and the tractor-trailer stability, especially along sloped paths. The aim of this research was to analyze a trailer overturning and the strains on the connected tractors (wheeled, or craw...
ver más
|
|
|
|
|
|
|
|
|
|
|
O. M. Patlasov, Y. M. Fedorenko
Pág. 15 - 23
|
|
|
|
|
|
|
|
|
|
|
Lucas Dotto Bueno, Luciano Pivoto Specht, Deividi da Silva Pereira, Jeancarlo Ribas
Pág. 445 - 453
|
|
|
|
|
|
|
|
|
|
|
Yu. Ya. Vodianikov,Ye. H. Makeieva,O. M. Safronov
Pág. 193 - 200
Results of design researches of brake efficiency of the freight cars with an axial load 25 fon-force with various values of tare weight and a skid margin are cited. Nomographs for choice a gear ratio at change of a skid margin from 0 % up to 10 % are bui...
ver más
|
|
|
|
|
|
|
|
|
|
|
Cong Liu, Qianlong Tang, Bo Wu, Qiang Wan and Yisheng Ye
A train?tunnel?surrounding rock numerical model was established by using ABAQUS to analyze the dynamic response of a heavy-haul railway tunnel in hard rock, quantify the influence of the train axle load on the tunnel dynamic response and determine its po...
ver más
|
|
|
|
|
|
|
|
|
|
|
Wenbin Liu, Youshan Wang and Yuchen Ji
Landing impact load design is essential, but the process has rarely been fully described, and some designers have even neglected the differences between wheel-axle and ground-contact loads, as well as loads in the longitudinal direction, especially in ex...
ver más
|
|
|
|
|
|
|
|
|
|
|
Donia Savio, M.R. Nivitha, B.K. Bindhu, J.M. Krishnan
Pág. 607 - 616
Bituminous pavements constructed across India undergo premature failure much before their design life. There could be many reasons attributed to such failure and these include inappropriate selection of materials, lack of dependable traffic and axle load...
ver más
|
|
|
|
|
|
|
|
|
|
|
Tim Martin, Lith Choummanivong
Pág. 2477 - 2486
Long-term pavement performance (LTPP) monitoring has been conducted in Australia for over 20 years. This research was funded by Austroads (representing federal, state and territory road agencies, local government and the New Zealand road agency) to promo...
ver más
|
|
|
|
|
|
|
|
|
|
|
Zhiqiang Lu, Linrong Xu, Yunhao Chen, Yongwei Li, Na Su, Zixuan Yan and Kui Ding
During the operational phase of the expressway, a significant challenge arises concerning substantial differential settlement in the transition zone connecting the culvert and the general subgrade, affecting its smoothness. In order to address the issue ...
ver más
|
|
|
|
|
|