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...
Saved in:
Main Authors: | Ping Jiang, Yong Huang, Zhipeng Tao, Junhua Zhu, Ning Wang, Jianwei Qiao |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/9578477 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
An Investigation of Time-Dependent Deformation Characteristics of Soft Dredger Fill
by: Wanying Wang, et al.
Published: (2020-01-01) -
Analysis of the Stability of Reinforced Plastic Waste Treated Clay as Embankment Fill on Soft Soils
by: Shelema Amena
Published: (2022-01-01) -
Consolidation Attributes and Deformation Response of Soft Clay Reinforced with Vertical Scoria Drains under Road Embankment
by: Hailemariam Merka Gebretsadik, et al.
Published: (2023-01-01) -
Multipotential Surface Elastoplastic Constitutive Model and Its Application in the Analysis of the Phase II Cofferdam of the Three Gorges Project
by: Yong Wen, et al.
Published: (2023-01-01) -
Exploitation of Documented Historical Floods for Achieving Better Flood Defense
by: Slobodan Kolaković, et al.
Published: (2016-01-01)