Cyclic Behavior of Confined Cement-Stabilized Rammed Earth Walls
Rammed earth is widely utilized in both developed and developing countries due to its low embodied energy and good natural moisture buffering of indoor environments. However, its application in seismic active regions was limited owing to its intrinsically low resistance to dynamic actions. This pape...
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2018-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2018/2983052 |
id |
doaj-02740357c43c409ea2d9fdb872975395 |
---|---|
record_format |
Article |
spelling |
doaj-02740357c43c409ea2d9fdb8729753952020-11-24T21:17:50ZengHindawi LimitedShock and Vibration1070-96221875-92032018-01-01201810.1155/2018/29830522983052Cyclic Behavior of Confined Cement-Stabilized Rammed Earth WallsXinlei Yang0Hailiang Wang1Ziliang Zhao2School of Civil Engineering, Tianjin Chengjian University, No. 26, Jinjing Road, Xiqing District, Tianjin 300384, ChinaTianjin Key Laboratory of Civil Buildings Protection and Reinforcement, No. 26, Jinjing Road, Xiqing District, Tianjin 300384, ChinaSchool of Civil Engineering, Tianjin Chengjian University, No. 26, Jinjing Road, Xiqing District, Tianjin 300384, ChinaRammed earth is widely utilized in both developed and developing countries due to its low embodied energy and good natural moisture buffering of indoor environments. However, its application in seismic active regions was limited owing to its intrinsically low resistance to dynamic actions. This paper presents the test results of four cement-stabilized rammed earth walls with confining tie-column elements under cyclic loading, aiming at assessing the cyclic behavior of proposed rammed earth walls with confining tie-column elements. The test results revealed that the proposed confining tie-column elements could significantly improve the cyclic behavior of cement-stabilized rammed earth wall, exhibiting good strength and ductility.http://dx.doi.org/10.1155/2018/2983052 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Xinlei Yang Hailiang Wang Ziliang Zhao |
spellingShingle |
Xinlei Yang Hailiang Wang Ziliang Zhao Cyclic Behavior of Confined Cement-Stabilized Rammed Earth Walls Shock and Vibration |
author_facet |
Xinlei Yang Hailiang Wang Ziliang Zhao |
author_sort |
Xinlei Yang |
title |
Cyclic Behavior of Confined Cement-Stabilized Rammed Earth Walls |
title_short |
Cyclic Behavior of Confined Cement-Stabilized Rammed Earth Walls |
title_full |
Cyclic Behavior of Confined Cement-Stabilized Rammed Earth Walls |
title_fullStr |
Cyclic Behavior of Confined Cement-Stabilized Rammed Earth Walls |
title_full_unstemmed |
Cyclic Behavior of Confined Cement-Stabilized Rammed Earth Walls |
title_sort |
cyclic behavior of confined cement-stabilized rammed earth walls |
publisher |
Hindawi Limited |
series |
Shock and Vibration |
issn |
1070-9622 1875-9203 |
publishDate |
2018-01-01 |
description |
Rammed earth is widely utilized in both developed and developing countries due to its low embodied energy and good natural moisture buffering of indoor environments. However, its application in seismic active regions was limited owing to its intrinsically low resistance to dynamic actions. This paper presents the test results of four cement-stabilized rammed earth walls with confining tie-column elements under cyclic loading, aiming at assessing the cyclic behavior of proposed rammed earth walls with confining tie-column elements. The test results revealed that the proposed confining tie-column elements could significantly improve the cyclic behavior of cement-stabilized rammed earth wall, exhibiting good strength and ductility. |
url |
http://dx.doi.org/10.1155/2018/2983052 |
work_keys_str_mv |
AT xinleiyang cyclicbehaviorofconfinedcementstabilizedrammedearthwalls AT hailiangwang cyclicbehaviorofconfinedcementstabilizedrammedearthwalls AT ziliangzhao cyclicbehaviorofconfinedcementstabilizedrammedearthwalls |
_version_ |
1726011854847737856 |