Analysis of Deformation and Stress Characteristics of Anchored-Frame Structures for Slope Stabilization

In recent years, anchored-frame structures are widely being used in road slopes for stabilization and improvement. The technology of frame structure with anchors is becoming more and more mature, but the pertinent theory lags behind the application. While more attention is being paid to the control...

Full description

Saved in:
Bibliographic Details
Main Authors: Wei-na Ye, Yong Zhou, Shuai-hua Ye
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8870802
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1832560220416507904
author Wei-na Ye
Yong Zhou
Shuai-hua Ye
author_facet Wei-na Ye
Yong Zhou
Shuai-hua Ye
author_sort Wei-na Ye
collection DOAJ
description In recent years, anchored-frame structures are widely being used in road slopes for stabilization and improvement. The technology of frame structure with anchors is becoming more and more mature, but the pertinent theory lags behind the application. While more attention is being paid to the control of deformation, there is still no uniform solution to the calculation of deformation in the anchored-frame structures. According to the classical laterla earth pressure theory and static equilibrium, this paper improves the calculation method of lateral earth pressure and derives the calculation formula of slope-induced lateral earth pressure. At the same time, based on the elastic foundation beam model, the columns and beams are treated as a whole system, and the appropriate elastic frame beam model is established. The formula of the deformation and bending moments for the columns and beams in the anchored-frame structures are derived. Additionally, the calculated results based on the abovementioned newly derived formulas are compared with those of finite element simulations for a simulated case study. The results of simulation and analytical calculation are basically consistent, which prove the feasibility of the new analytical method.
format Article
id doaj-art-fa5b6902e0664e3a9ef5c1515091e571
institution Kabale University
issn 1687-8086
1687-8094
language English
publishDate 2020-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-fa5b6902e0664e3a9ef5c1515091e5712025-02-03T01:28:14ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/88708028870802Analysis of Deformation and Stress Characteristics of Anchored-Frame Structures for Slope StabilizationWei-na Ye0Yong Zhou1Shuai-hua Ye2School of Civil Engineering, Lanzhou University of Technology, Lanzhou, ChinaSchool of Civil Engineering, Lanzhou University of Technology, Lanzhou, ChinaSchool of Civil Engineering, Lanzhou University of Technology, Lanzhou, ChinaIn recent years, anchored-frame structures are widely being used in road slopes for stabilization and improvement. The technology of frame structure with anchors is becoming more and more mature, but the pertinent theory lags behind the application. While more attention is being paid to the control of deformation, there is still no uniform solution to the calculation of deformation in the anchored-frame structures. According to the classical laterla earth pressure theory and static equilibrium, this paper improves the calculation method of lateral earth pressure and derives the calculation formula of slope-induced lateral earth pressure. At the same time, based on the elastic foundation beam model, the columns and beams are treated as a whole system, and the appropriate elastic frame beam model is established. The formula of the deformation and bending moments for the columns and beams in the anchored-frame structures are derived. Additionally, the calculated results based on the abovementioned newly derived formulas are compared with those of finite element simulations for a simulated case study. The results of simulation and analytical calculation are basically consistent, which prove the feasibility of the new analytical method.http://dx.doi.org/10.1155/2020/8870802
spellingShingle Wei-na Ye
Yong Zhou
Shuai-hua Ye
Analysis of Deformation and Stress Characteristics of Anchored-Frame Structures for Slope Stabilization
Advances in Civil Engineering
title Analysis of Deformation and Stress Characteristics of Anchored-Frame Structures for Slope Stabilization
title_full Analysis of Deformation and Stress Characteristics of Anchored-Frame Structures for Slope Stabilization
title_fullStr Analysis of Deformation and Stress Characteristics of Anchored-Frame Structures for Slope Stabilization
title_full_unstemmed Analysis of Deformation and Stress Characteristics of Anchored-Frame Structures for Slope Stabilization
title_short Analysis of Deformation and Stress Characteristics of Anchored-Frame Structures for Slope Stabilization
title_sort analysis of deformation and stress characteristics of anchored frame structures for slope stabilization
url http://dx.doi.org/10.1155/2020/8870802
work_keys_str_mv AT weinaye analysisofdeformationandstresscharacteristicsofanchoredframestructuresforslopestabilization
AT yongzhou analysisofdeformationandstresscharacteristicsofanchoredframestructuresforslopestabilization
AT shuaihuaye analysisofdeformationandstresscharacteristicsofanchoredframestructuresforslopestabilization