<b>Design Method for GRS Integral Bridge with the Use of PCT Girder</b>-Reference-Cited by-同舟云学术

<b>Design Method for GRS Integral Bridge with the Use of PCT Girder</b>

Published:2022-05-01 Issue:2 Volume:63 Page:108-114
ISSN:0033-9008
Container-title:Quarterly Report of RTRI
language:en
Short-container-title:QR of RTRI

Author:

TODOROKI Shuntaro¹,OKAMOTO Masaru¹,NISIOKA Hidetoshi²,TAMAI Shinichi³,YONEZAWA Toyoji³,ISHII Hidekazu³

Affiliation:

1. Concrete Structures Laboratory, Structures Technology Division

2. Foundation & Geotechnical Engineering Laboratory, Structures Technology Division

3. Japan Railway Construction, Transport and Technology Agency

Publisher

Railway Technical Research Institute

Subject

Mechanical Engineering

Link

https://www.jstage.jst.go.jp/article/rtriqr/63/2/63_108/_pdf

Reference13 articles.

1. [1] T.Yonezawa, T.Yamazaki, M.Tateyama, and F.Tatsuoka, "Design and construction of geosynthetic-reinforced soil structures for Hokkaido high-speed train line," Transportation Geotechnics, pp. 3-20, 2014.

2. [2] Y.Shindo and F.Tatsuoka, "Restoration of Sanriku Railway by Utilizing Reinforced Soil Structures to Enhance Earthquake and Tsunami Resistance," Journal of JSCE, Vol. 5, pp. 10-26, 2017.

3. [3] S. Tamai, "Design Method of Serviceability Limit State to realize Long Span of Geosynthetic-Reinforced Soil Integral Bridge," University of Tokyo, doctoral thesis, 2018 (in Japanese)

4. [4] H. Kato, T. Morino, Y. Suyama, H. Aoki, and H. Nishioka, K. Kojima, "Repeated loading test of reinforced embankment wall assuming longer span of GRS integrated bridge," Proceedings of the 48th Japan National Conference on Geotechnical Engineering, pp. 1543-1544, 2013 (in Japanese).

5. [5] T. Sasaki, H. Nishioka, S. Todoroki, S. Tamami, and T. Yamazaki, Y. Shindo, "Analytical Study of the Effect of Differences in Bridge Length on the Seismic Response of GRS Integrated Bridges," Proceedings of the Annual Conference of the Japan Society of Civil Engineers, Vol. 70, I-117, 2015 (in Japanese).