Deformation Characteristics and Safety Evaluation of the Throw Filling Soft Clay Cofferdam under Super-Historical Flood Conditions
Affected by super-historical flood, the surface deformation of throw filling soft clay cofferdam is obvious and the stability of the cofferdam slope is difficult to ensure. Relying on the cofferdam project of Jiangxi Xinjiang Shuanggang navigation power junction and according to the data of filed in...
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| Format: | Article |
| Language: | English |
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Wiley
2022-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2022/9578477 |
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| author | Ping Jiang Yong Huang Zhipeng Tao Junhua Zhu Ning Wang Jianwei Qiao |
| author_facet | Ping Jiang Yong Huang Zhipeng Tao Junhua Zhu Ning Wang Jianwei Qiao |
| author_sort | Ping Jiang |
| collection | DOAJ |
| description | Affected by super-historical flood, the surface deformation of throw filling soft clay cofferdam is obvious and the stability of the cofferdam slope is difficult to ensure. Relying on the cofferdam project of Jiangxi Xinjiang Shuanggang navigation power junction and according to the data of filed investigation and automatic monitoring, the Plaxis infinite element software is used to analyze the deformation characteristics and stabilities of cofferdam during the super-historical flood period, and the effective emergency reinforcement measures are presented. The results show that (1) the stability of cofferdam is controlled by downstream face slope of cofferdam during the super-historical flood period, and there is a most dangerous slide surface interpenetrating through the top to the toe of downstream face slope; (2) the stability of upstream face slope is influenced significantly by the water level fluctuation and it is reduced sharply during the water level decline process; and (3) real-time remote monitoring can effectively reflect the deformation and failure characteristics of cofferdam under the condition of super-historical flood level and provide early warning and prediction in time. The results and analyzing methods can be applied to analyze the similar projects excellently. |
| format | Article |
| id | doaj-art-a8a0e6c0ebd04d73a8002c88ea1859b3 |
| institution | Kabale University |
| issn | 1687-8094 |
| language | English |
| publishDate | 2022-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-a8a0e6c0ebd04d73a8002c88ea1859b32025-02-03T01:22:57ZengWileyAdvances in Civil Engineering1687-80942022-01-01202210.1155/2022/9578477Deformation Characteristics and Safety Evaluation of the Throw Filling Soft Clay Cofferdam under Super-Historical Flood ConditionsPing Jiang0Yong Huang1Zhipeng Tao2Junhua Zhu3Ning Wang4Jianwei Qiao5Jiangxi Port Group Co., Ltd.Jiangxi Road and Port Engineering Co., Ltd.Jiangxi Transportation Institute Co., Ltd.School of Civil Engineering and ArchitectureState Key Laboratory of Performance Monitoring Protecting of Rail Transit InfrastructureChina Jikan Research Institute of Engineering Investigations and Design Co., Ltd.Affected by super-historical flood, the surface deformation of throw filling soft clay cofferdam is obvious and the stability of the cofferdam slope is difficult to ensure. Relying on the cofferdam project of Jiangxi Xinjiang Shuanggang navigation power junction and according to the data of filed investigation and automatic monitoring, the Plaxis infinite element software is used to analyze the deformation characteristics and stabilities of cofferdam during the super-historical flood period, and the effective emergency reinforcement measures are presented. The results show that (1) the stability of cofferdam is controlled by downstream face slope of cofferdam during the super-historical flood period, and there is a most dangerous slide surface interpenetrating through the top to the toe of downstream face slope; (2) the stability of upstream face slope is influenced significantly by the water level fluctuation and it is reduced sharply during the water level decline process; and (3) real-time remote monitoring can effectively reflect the deformation and failure characteristics of cofferdam under the condition of super-historical flood level and provide early warning and prediction in time. The results and analyzing methods can be applied to analyze the similar projects excellently.http://dx.doi.org/10.1155/2022/9578477 |
| spellingShingle | Ping Jiang Yong Huang Zhipeng Tao Junhua Zhu Ning Wang Jianwei Qiao Deformation Characteristics and Safety Evaluation of the Throw Filling Soft Clay Cofferdam under Super-Historical Flood Conditions Advances in Civil Engineering |
| title | Deformation Characteristics and Safety Evaluation of the Throw Filling Soft Clay Cofferdam under Super-Historical Flood Conditions |
| title_full | Deformation Characteristics and Safety Evaluation of the Throw Filling Soft Clay Cofferdam under Super-Historical Flood Conditions |
| title_fullStr | Deformation Characteristics and Safety Evaluation of the Throw Filling Soft Clay Cofferdam under Super-Historical Flood Conditions |
| title_full_unstemmed | Deformation Characteristics and Safety Evaluation of the Throw Filling Soft Clay Cofferdam under Super-Historical Flood Conditions |
| title_short | Deformation Characteristics and Safety Evaluation of the Throw Filling Soft Clay Cofferdam under Super-Historical Flood Conditions |
| title_sort | deformation characteristics and safety evaluation of the throw filling soft clay cofferdam under super historical flood conditions |
| url | http://dx.doi.org/10.1155/2022/9578477 |
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