Effect of Landslide Surge on Pile Foundation of Overhead Vertical Wharf
Waves generated by landslides into water cause great harm to wharfs. Hence, the surge wave pressure generated by the landslide serves as an important reference for the structural design of wharfs in reservoir areas. In this study, a series of hydraulic model tests were performed to study the energy...
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| Format: | Article |
| Language: | English |
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Wiley
2020-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2020/8823552 |
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| author | Xiaolong Zhang Junshuai Mu Chengzhi Wang Duoyin Wang |
| author_facet | Xiaolong Zhang Junshuai Mu Chengzhi Wang Duoyin Wang |
| author_sort | Xiaolong Zhang |
| collection | DOAJ |
| description | Waves generated by landslides into water cause great harm to wharfs. Hence, the surge wave pressure generated by the landslide serves as an important reference for the structural design of wharfs in reservoir areas. In this study, a series of hydraulic model tests were performed to study the energy and wave pressure produced by the surge. According to wave pressure-time curves, the extreme values of sudden transient changes in wave pressure are obtained. The mechanism and influencing factors of surge wave pressure on vertical wharf buildings are expounded. On this basis, a formula to calculate the wave pressure exerted by landslide surge on the pile foundation of an overhead vertical wharf is developed. A large number of experiments show that the empirical formula is in good agreement with the experimental data. |
| format | Article |
| id | doaj-art-cb0cb15af2554ef4a3184085bf4f6564 |
| institution | OA Journals |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2020-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-cb0cb15af2554ef4a3184085bf4f65642025-08-20T02:19:48ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/88235528823552Effect of Landslide Surge on Pile Foundation of Overhead Vertical WharfXiaolong Zhang0Junshuai Mu1Chengzhi Wang2Duoyin Wang3National Engineering Research Center for Inland Waterway Regulation, Chongqing Jiaotong University, Chongqing 400074, ChinaKey Laboratory of Hydraulic and Waterway Engineering of Ministry of Education, Chongqing Jiaotong University, Chongqing 400074, ChinaNational Engineering Research Center for Inland Waterway Regulation, Chongqing Jiaotong University, Chongqing 400074, ChinaNational Engineering Research Center for Inland Waterway Regulation, Chongqing Jiaotong University, Chongqing 400074, ChinaWaves generated by landslides into water cause great harm to wharfs. Hence, the surge wave pressure generated by the landslide serves as an important reference for the structural design of wharfs in reservoir areas. In this study, a series of hydraulic model tests were performed to study the energy and wave pressure produced by the surge. According to wave pressure-time curves, the extreme values of sudden transient changes in wave pressure are obtained. The mechanism and influencing factors of surge wave pressure on vertical wharf buildings are expounded. On this basis, a formula to calculate the wave pressure exerted by landslide surge on the pile foundation of an overhead vertical wharf is developed. A large number of experiments show that the empirical formula is in good agreement with the experimental data.http://dx.doi.org/10.1155/2020/8823552 |
| spellingShingle | Xiaolong Zhang Junshuai Mu Chengzhi Wang Duoyin Wang Effect of Landslide Surge on Pile Foundation of Overhead Vertical Wharf Advances in Civil Engineering |
| title | Effect of Landslide Surge on Pile Foundation of Overhead Vertical Wharf |
| title_full | Effect of Landslide Surge on Pile Foundation of Overhead Vertical Wharf |
| title_fullStr | Effect of Landslide Surge on Pile Foundation of Overhead Vertical Wharf |
| title_full_unstemmed | Effect of Landslide Surge on Pile Foundation of Overhead Vertical Wharf |
| title_short | Effect of Landslide Surge on Pile Foundation of Overhead Vertical Wharf |
| title_sort | effect of landslide surge on pile foundation of overhead vertical wharf |
| url | http://dx.doi.org/10.1155/2020/8823552 |
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