Highway Facilities on the Joban Expressway to Contribute to the Reconstruction of the Tohoku Region

Author(s):  
Kazuya Takano ◽  
Keiko Kirihara ◽  
Kenichi Kawaguchi ◽  
Tomonori Usui
Keyword(s):  
2014 ◽  
Vol 529 ◽  
pp. 755-758
Author(s):  
A Ling Zhang ◽  
Dan Ni Qi

Along with large national investment in infrastructure construction, the mileage of the highway, which is one of the infrastructures, has increased year by year. There are many kinds of artificial filling foundation treatment methods for housing construction project in mountain highway facilities. This paper, combined with the engineering example, focuses on the dynamic compaction method and the replacement method.


Transport ◽  
2012 ◽  
Vol 26 (4) ◽  
pp. 375-382 ◽  
Author(s):  
Sayyed Mahdi Abtahi ◽  
Mohammad Tamannaei ◽  
Hosein Haghshenash

The time headway of vehicles is an important microscopic traffic flow parameter which affects the safety and capacity of highway facilities such as freeways and multi-lane highways. The present paper intends to provide a report on the results of a study aimed at investigating the effect of the lane position on time headway distributions within the high levels of traffic flow. The main issue of this study is to assess the driver's behavior at different highway lanes based on a headway distribution analysis. The study was conducted in the city of Isfahan, Iran. Shahid Kharrazi six-lane highway was selected for collecting the field headway data. The under-study lanes consisted of passing and middle lanes. The appropriate models of headway distributions were selected using a methodology based on Chi-Square test for each lane. Using the selected models, the headway distribution diagrams were predicted for high levels of traffic flow in both the passing and middle lanes and the relationship between statistical criteria of the models and the driver's behaviors were analyzed. The results certify that the appropriate model for the passing lane is different than the one for the middle lane. This is because of a different behavioral operation of drivers which is affected by specific conditions of each lane. Through car-following conditions in the passing lane, a large number of drivers adopt unsafe headways. This shows high risk-ability of driver population which led to considerably differences in capacities and statistical distribution models of two lanes.


2011 ◽  
Vol 11 (1) ◽  
pp. 73
Author(s):  
Deiby T. Salaki

Universitas Sam Ratulangi Manado adalah salah satu perguruan tinggi di Sulawesi Utara yang terdiri atas 11 fakultas dan satu gedung rektorat. Setiap fakultas dan rektorat terhubung dengan fasilitas jalan raya. Secara matematis kondisi seperti ini dapat direpresentasikan sebagai sebuah graf yang bisa diterapkan untuk mencari lintasan terpendek. Pada penelitian ini akan dicari lintasan terpendek dari FMIPA ke rektorat dan fakultas lainnya. Dengan menggunakan algoritma Djikstra, lintasan terpendek dari FMIPA diperoleh dengan memilih minimum lokal atau akses dengan jarak terdekat dari setiap lokasi yang kemudian digabungkan menjadi sebuah kumpulan lintasan dari satu lokasi ke lokasi lainnya dengan jarak terpendek. DETERMINATION OF SHORTEST PATH FROM FMIPA TO RECTORATE AND OTHER FACULTIES AT SAM RATULANGI UNIVERSITY USING DJIKSTRA ALGORITHMABSTRACTSam Ratulangi University is one of the colleges in North Sulawesi consisting of 11 faculties and one rectorate building. Every faculty and rectorate connected by highway facilities. Mathemathically this condition can be represented as an undirected weighted graph that can be applied to find the shortest path. By using the Djikstra algorithm, the shortest paths are obtained by setting the FMIPA as the initial vertex and then select the local minimum or access to the closest distance from each location, then combined the collection of path from one location to another with the shortest distance.


2012 ◽  
Vol 43 ◽  
pp. 681-691 ◽  
Author(s):  
Hualiang (Harry) Teng ◽  
Anil Puli ◽  
Moses Karakouzian ◽  
Xuecai Xu
Keyword(s):  

Author(s):  
Patrick DeCorla-Souza

The purpose of this paper is to introduce and evaluate a congestion-pricing strategy that could be used in metropolitan areas to supplement revenue generation mechanisms such as mileage-based user fees and fuel taxes. Congestion charges would be applied with transponder-based technology only on limited access metropolitan highway facilities to pay for the costs of their reconstruction and maintenance. Since most of the worst congestion in metropolitan and state roadways occurs on limited access facilities, this strategy would address the goal of restoring mobility without raising the kinds of privacy concerns that appear with regard to other types of more comprehensive road user charging systems that use location-based technology, such as mileage-based user fees. Proceeds from congestion charges could be used to pay for new low-cost, part-time (dynamic) shoulder travel lane capacity and transit and carpooling enhancements. This approach can increase public acceptability by providing multimodal travel alternatives. The paper discusses the strategy in the context of the reconstruction of the freeway system in a hypothetical metropolitan area, with an availability payment public–private partnership project delivery model to design, finance, build, operate, and maintain the improved freeway network. The analysis presented in the paper suggests that the approach could be financially viable and more economically efficient than conventional transportation funding approaches.


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