A method for rockfall risk quantification and optimal arrangement of protection structures along a road
•Optimal arrangement of rockfall protection structures combined with risk analysis.•Risk quantification considering several rock block sizes and their frequencies.•Hazard and exposure analysis based on three-dimensional trajectory simulation.•Determination of positions and types of countermeasures t...
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| Vydáno v: | Engineering geology Ročník 314; s. 107004 |
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| Hlavní autoři: | , , , , , |
| Médium: | Journal Article |
| Jazyk: | angličtina |
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Elsevier B.V
05.03.2023
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| Témata: | |
| ISSN: | 0013-7952, 1872-6917 |
| On-line přístup: | Získat plný text |
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| Abstract | •Optimal arrangement of rockfall protection structures combined with risk analysis.•Risk quantification considering several rock block sizes and their frequencies.•Hazard and exposure analysis based on three-dimensional trajectory simulation.•Determination of positions and types of countermeasures that minimize road risk.•Optimization subject to budget constraints and changes in traffic volume.
The purpose of this study is to introduce a novel framework that aids in the installation of rockfall protection structures for the risk reduction of rockfall-related damage. In this study, we propose a computational method that performs risk analysis for a road and plans an optimal arrangement of rockfall protection structures. First, a rockfall trajectory simulation is performed using a three-dimensional numerical analysis method to obtain sufficient data for risk analysis. Then, the risk to motorized traffic during a certain period is quantified considering the relationship between rock block volume and rockfall frequency, the movement of rock blocks, the vulnerability of elements at risk, and some other factors. Finally, a knapsack problem that aims to minimize the total risk on a road while satisfying a budget constraint is solved. The proposed method is applied to an actual site and represents that it can derive a layout for protection structures to maximize the cost-benefit performance depending on the road traffic and budget conditions. The obtained results of the structural protection plan can be used to support road managers in decision making. |
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| AbstractList | •Optimal arrangement of rockfall protection structures combined with risk analysis.•Risk quantification considering several rock block sizes and their frequencies.•Hazard and exposure analysis based on three-dimensional trajectory simulation.•Determination of positions and types of countermeasures that minimize road risk.•Optimization subject to budget constraints and changes in traffic volume.
The purpose of this study is to introduce a novel framework that aids in the installation of rockfall protection structures for the risk reduction of rockfall-related damage. In this study, we propose a computational method that performs risk analysis for a road and plans an optimal arrangement of rockfall protection structures. First, a rockfall trajectory simulation is performed using a three-dimensional numerical analysis method to obtain sufficient data for risk analysis. Then, the risk to motorized traffic during a certain period is quantified considering the relationship between rock block volume and rockfall frequency, the movement of rock blocks, the vulnerability of elements at risk, and some other factors. Finally, a knapsack problem that aims to minimize the total risk on a road while satisfying a budget constraint is solved. The proposed method is applied to an actual site and represents that it can derive a layout for protection structures to maximize the cost-benefit performance depending on the road traffic and budget conditions. The obtained results of the structural protection plan can be used to support road managers in decision making. |
| ArticleNumber | 107004 |
| Author | Terada, Kenjiro Kanno, Hasuka Yoshida, Ikumasa Moriguchi, Shuji Iwanaga, Shoji Tsuda, Yuto |
| Author_xml | – sequence: 1 givenname: Hasuka surname: Kanno fullname: Kanno, Hasuka organization: Morikita Publishing Co., Ltd., Fujimi 1-4-11, Chiyoda-ku 102-0071, Tokyo, Japan – sequence: 2 givenname: Shuji surname: Moriguchi fullname: Moriguchi, Shuji email: s_mori@irides.tohoku.ac.jp organization: International Research Institute of Disaster Science, Tohoku University, Aramaki Aza Aoba 468-1, Sendai-shi Aoba-ku 980-8572, Miyagi, Japan – sequence: 3 givenname: Yuto surname: Tsuda fullname: Tsuda, Yuto organization: Dept. of Urban and Civil Engineering, Tokyo City University, Tamazutsumi 1-28-1, Setagaya-ku 158-8557, Tokyo, Japan – sequence: 4 givenname: Ikumasa surname: Yoshida fullname: Yoshida, Ikumasa organization: Dept. of Urban and Civil Engineering, Tokyo City University, Tamazutsumi 1-28-1, Setagaya-ku 158-8557, Tokyo, Japan – sequence: 5 givenname: Shoji surname: Iwanaga fullname: Iwanaga, Shoji organization: Geoscience Research Laboratory, Yamatohigashi 3-1-6, Yamato-shi 242-0017, Kanagawa, Japan – sequence: 6 givenname: Kenjiro surname: Terada fullname: Terada, Kenjiro organization: International Research Institute of Disaster Science, Tohoku University, Aramaki Aza Aoba 468-1, Sendai-shi Aoba-ku 980-8572, Miyagi, Japan |
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