Issue |
E3S Web of Conf.
Volume 415, 2023
8th International Conference on Debris Flow Hazard Mitigation (DFHM8)
|
|
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Article Number | 06006 | |
Number of page(s) | 4 | |
Section | Engineering and Mitigation | |
DOI | https://doi.org/10.1051/e3sconf/202341506006 | |
Published online | 18 August 2023 |
Propose of Design Method on Level II load of open Sabo dam
1 National Defence Academy Engineering Department, 2380018 Yokosuka Kanagawa, Japan
2 Emeritus Professor, National Defence Academy Engineering Department, 2380018 Yokosuka Kanagawa, Japan
* Corresponding author: htoshi@nda.ac.jp
This study presents a load model of the Level II design for a steel pipe open Sabo dam. The Level II design is associated with a lower occurrence frequency than the conventional design concept, to the performance of debris flow trapping efficacy against higher discharge caused by heavy precipitation in recent years. A dynamic load model reveals experimental observations, and static models similar to the conventional design load models are evaluated from the viewpoint of a rational load. Dynamic and elastoplastic analyses are conducted for one structure, and three types of basin area models utilized Level II load models using a dynamic load. The safety evaluation results confirm that the design load models are composed of each other.
© The Authors, published by EDP Sciences, 2023
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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