Study on the Coevolution Mechanism of Slope and Prevention Structures under Rainfall
The relationship between slope and prevention structures under the action of rainfall is complicated. In this paper, a series of model tests were carried out to study the coevolution mechanism of slope and prevention structures under rainfall. It was found that the prestressed grouting steel anchor...
Saved in:
Main Authors: | , , , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Geofluids |
Online Access: | http://dx.doi.org/10.1155/2022/2700084 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
_version_ | 1832553526423715840 |
---|---|
author | Lin Tang Daoyong Wu Honggang Wu Hong Wei Jun Pang Wei Guan Hao Sun |
author_facet | Lin Tang Daoyong Wu Honggang Wu Hong Wei Jun Pang Wei Guan Hao Sun |
author_sort | Lin Tang |
collection | DOAJ |
description | The relationship between slope and prevention structures under the action of rainfall is complicated. In this paper, a series of model tests were carried out to study the coevolution mechanism of slope and prevention structures under rainfall. It was found that the prestressed grouting steel anchor tube frame beam composite structure has a good reinforcement and protective effect on the slope. Specifically, less damage degree is observed for a slope with prestressed grouting steel anchor tube frame beam, while the slope of without prestressed grouting steel anchor tube frame beam suffers from severe deformation. Under the effect of rainfall, the evolution process of slope and prevention structure cooperative deformation can be divided into three stages: creep stage, extrusion stage, and acceleration stage. The antisliding force provided by the prevention structure is positively correlated with the slope deformation. Moreover, as an initiating factor for changes in various monitoring parameters, rainfall plays a dominant role in the variation of earth pressure reinforcement by steel anchor tube. |
format | Article |
id | doaj-art-236ca01708d54d8aaa50eb6fc8549707 |
institution | Kabale University |
issn | 1468-8123 |
language | English |
publishDate | 2022-01-01 |
publisher | Wiley |
record_format | Article |
series | Geofluids |
spelling | doaj-art-236ca01708d54d8aaa50eb6fc85497072025-02-03T05:53:49ZengWileyGeofluids1468-81232022-01-01202210.1155/2022/2700084Study on the Coevolution Mechanism of Slope and Prevention Structures under RainfallLin Tang0Daoyong Wu1Honggang Wu2Hong Wei3Jun Pang4Wei Guan5Hao Sun6College of Resources and Environmental EngineeringCollege of Resources and Environmental EngineeringCollege of Resources and Environmental EngineeringCollege of Resources and Environmental EngineeringCollege of Civil EngineeringCollege of Resources and Environmental EngineeringCollege of Civil Engineering and ArchitectureThe relationship between slope and prevention structures under the action of rainfall is complicated. In this paper, a series of model tests were carried out to study the coevolution mechanism of slope and prevention structures under rainfall. It was found that the prestressed grouting steel anchor tube frame beam composite structure has a good reinforcement and protective effect on the slope. Specifically, less damage degree is observed for a slope with prestressed grouting steel anchor tube frame beam, while the slope of without prestressed grouting steel anchor tube frame beam suffers from severe deformation. Under the effect of rainfall, the evolution process of slope and prevention structure cooperative deformation can be divided into three stages: creep stage, extrusion stage, and acceleration stage. The antisliding force provided by the prevention structure is positively correlated with the slope deformation. Moreover, as an initiating factor for changes in various monitoring parameters, rainfall plays a dominant role in the variation of earth pressure reinforcement by steel anchor tube.http://dx.doi.org/10.1155/2022/2700084 |
spellingShingle | Lin Tang Daoyong Wu Honggang Wu Hong Wei Jun Pang Wei Guan Hao Sun Study on the Coevolution Mechanism of Slope and Prevention Structures under Rainfall Geofluids |
title | Study on the Coevolution Mechanism of Slope and Prevention Structures under Rainfall |
title_full | Study on the Coevolution Mechanism of Slope and Prevention Structures under Rainfall |
title_fullStr | Study on the Coevolution Mechanism of Slope and Prevention Structures under Rainfall |
title_full_unstemmed | Study on the Coevolution Mechanism of Slope and Prevention Structures under Rainfall |
title_short | Study on the Coevolution Mechanism of Slope and Prevention Structures under Rainfall |
title_sort | study on the coevolution mechanism of slope and prevention structures under rainfall |
url | http://dx.doi.org/10.1155/2022/2700084 |
work_keys_str_mv | AT lintang studyonthecoevolutionmechanismofslopeandpreventionstructuresunderrainfall AT daoyongwu studyonthecoevolutionmechanismofslopeandpreventionstructuresunderrainfall AT honggangwu studyonthecoevolutionmechanismofslopeandpreventionstructuresunderrainfall AT hongwei studyonthecoevolutionmechanismofslopeandpreventionstructuresunderrainfall AT junpang studyonthecoevolutionmechanismofslopeandpreventionstructuresunderrainfall AT weiguan studyonthecoevolutionmechanismofslopeandpreventionstructuresunderrainfall AT haosun studyonthecoevolutionmechanismofslopeandpreventionstructuresunderrainfall |