Japan Society of Civil Engineers 2024 Annual Meeting
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Session Details

第V部門

構造設計(舗装)／構造評価（舗装）(1)

Thu. Sep 5, 2024 1:30 PM - 2:50 PM JST
Thu. Sep 5, 2024 4:30 AM - 5:50 AM UTC
C301(川内北キャンパス講義棟Ｃ棟)
Chair: Hiroyuki Mashito
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1:30 PM - 1:40 PM JST(4:30 AM - 4:40 AM UTC)

[V-216]Full-scale Replication Tests of Pavement Early Deterioration Caused by Water Infiltration into the Pavement
Part 1: Behavior of Subbase Infiltrated by Rainwater

*Nobuyuki Nakao1, Shunsuke Tanaka1, Masayuki Yabu1 (1. Public Works Research Institute)
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1:40 PM - 1:50 PM JST(4:40 AM - 4:50 AM UTC)

[V-217]Full-scale Replication Tests of Pavement Early Deterioration caused by Water Infiltration into the Pavement ~Part 2: Internal behavior of pavement~

*Shunsuke Tanaka1, Nobuyuki Nakao1, Masayuki Yabu1 (1. Public Works Research Institute)
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1:50 PM - 2:00 PM JST(4:50 AM - 5:00 AM UTC)

[V-218]Results of follow-up surveys in the Long-Term Warranty Program section

*Yukikazu Tanaka1, Shohei Nunohiro1, Tomotaka Ueta1 (1. Oriental consultants Co., LTD.)
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2:00 PM - 2:10 PM JST(5:00 AM - 5:10 AM UTC)

[V-219]Basic study on how to obtain wheel loads of running vehicles

*Yuya WAKABAYASHI1, Satoshi HORIUCHI1, Kazuhiro WATANABE1 (1. National Institute for Land and Infrastructure Management)
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2:10 PM - 2:20 PM JST(5:10 AM - 5:20 AM UTC)

[V-220]A Study on Prediction of Highway Pavement Deterioration in Consideration of Cumulative Traffic Volume and Aspalt Layer Thickness

*Yoshinari Sano1, Kazuhiro Nakamura1, Takayuki Kazato1, Kengo Obama2, Kotaro Sasai3, Kiyoyuki Kaito3 (1. West Nippon Expressway Company Limited, 2. Kochi University of Technology, 3. Osaka University Graduate School)
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2:20 PM - 2:30 PM JST(5:20 AM - 5:30 AM UTC)

[V-221]Proposal of a method for estimating the amount of rutting based on multilayer elasticity theory considering serviceability on the actual road

*Yohei Goto1, Shinsuke Tanaka1, Sadaharu Ueno1 (1. NICHIREKI CO., LTD.)
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2:30 PM - 2:40 PM JST(5:30 AM - 5:40 AM UTC)

[V-222]Consideration of a Multilayer Elastic Analysis Method Using Circular Loads to Simulate Rectangular Loads

*Yukitomo Tsubokawa1, Naoya Kawamura1 (1. National Institute for Land and Infrastructure Management)
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