Effect of Landslide Surge on Pile Foundation of Overhead Vertical Wharf
Joint Authors
Wang, Chengzhi
Zhang, Xiaolong
Mu, Junshuai
Wang, Duoyin
Source
Issue
Vol. 2020, Issue 2020 (31 Dec. 2020), pp.1-8, 8 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2020-09-03
Country of Publication
Egypt
No. of Pages
8
Main Subjects
Abstract EN
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.
American Psychological Association (APA)
Zhang, Xiaolong& Mu, Junshuai& Wang, Chengzhi& Wang, Duoyin. 2020. Effect of Landslide Surge on Pile Foundation of Overhead Vertical Wharf. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-8.
https://search.emarefa.net/detail/BIM-1123324
Modern Language Association (MLA)
Zhang, Xiaolong…[et al.]. Effect of Landslide Surge on Pile Foundation of Overhead Vertical Wharf. Advances in Civil Engineering No. 2020 (2020), pp.1-8.
https://search.emarefa.net/detail/BIM-1123324
American Medical Association (AMA)
Zhang, Xiaolong& Mu, Junshuai& Wang, Chengzhi& Wang, Duoyin. Effect of Landslide Surge on Pile Foundation of Overhead Vertical Wharf. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-8.
https://search.emarefa.net/detail/BIM-1123324
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1123324