Influence of Wall Thickness and Water Content on the Out-of-Plane Stability of Adobe Walls

This paper presents the results of a numerical study using the finite element method to assess the effect of wall thickness and a moist region along the wall base on the out-of-plane lateral stability of adobe walls. The models consisted of cantilever unreinforced adobe walls with a thickness of 25...

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Main Authors: Umaima Al Aqtash, Paola Bandini
Format: Article
Language:English
Published: MDPI AG 2020-09-01
Series:Infrastructures
Subjects:
Online Access:https://www.mdpi.com/2412-3811/5/9/78
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spelling doaj-cc417dfe6a984af5878248de0dd34da22020-11-25T02:53:54ZengMDPI AGInfrastructures2412-38112020-09-015787810.3390/infrastructures5090078Influence of Wall Thickness and Water Content on the Out-of-Plane Stability of Adobe WallsUmaima Al Aqtash0Paola Bandini1Department of Civil Engineering, New Mexico State University, Las Cruces, NM 88003-8001, USADepartment of Civil Engineering, New Mexico State University, Las Cruces, NM 88003-8001, USAThis paper presents the results of a numerical study using the finite element method to assess the effect of wall thickness and a moist region along the wall base on the out-of-plane lateral stability of adobe walls. The models consisted of cantilever unreinforced adobe walls with a thickness of 25 cm, 30 cm, and 40 cm. Numerical analyses were performed for four lengths (<i>L</i>) of the moist region and for dry walls. The moist region was modelled with material characteristics corresponding to partially saturated and nearly saturated adobe. The results showed the detrimental effect of moisture along the lower portion of the wall on the out-of-plane lateral strength. The out-of-plane lateral strength reduction ratio dropped significantly as <i>L</i> increased. A high slenderness ratio was found to be critical for cantilever adobe walls when <i>L</i> extended beyond half of the wall length. The results provided insights concerning the role of wall thickness in the stability against overturning.https://www.mdpi.com/2412-3811/5/9/78adobe masonryfinite element modelout-of-plane stabilitywater contentslenderness ratio
collection DOAJ
language English
format Article
sources DOAJ
author Umaima Al Aqtash
Paola Bandini
spellingShingle Umaima Al Aqtash
Paola Bandini
Influence of Wall Thickness and Water Content on the Out-of-Plane Stability of Adobe Walls
Infrastructures
adobe masonry
finite element model
out-of-plane stability
water content
slenderness ratio
author_facet Umaima Al Aqtash
Paola Bandini
author_sort Umaima Al Aqtash
title Influence of Wall Thickness and Water Content on the Out-of-Plane Stability of Adobe Walls
title_short Influence of Wall Thickness and Water Content on the Out-of-Plane Stability of Adobe Walls
title_full Influence of Wall Thickness and Water Content on the Out-of-Plane Stability of Adobe Walls
title_fullStr Influence of Wall Thickness and Water Content on the Out-of-Plane Stability of Adobe Walls
title_full_unstemmed Influence of Wall Thickness and Water Content on the Out-of-Plane Stability of Adobe Walls
title_sort influence of wall thickness and water content on the out-of-plane stability of adobe walls
publisher MDPI AG
series Infrastructures
issn 2412-3811
publishDate 2020-09-01
description This paper presents the results of a numerical study using the finite element method to assess the effect of wall thickness and a moist region along the wall base on the out-of-plane lateral stability of adobe walls. The models consisted of cantilever unreinforced adobe walls with a thickness of 25 cm, 30 cm, and 40 cm. Numerical analyses were performed for four lengths (<i>L</i>) of the moist region and for dry walls. The moist region was modelled with material characteristics corresponding to partially saturated and nearly saturated adobe. The results showed the detrimental effect of moisture along the lower portion of the wall on the out-of-plane lateral strength. The out-of-plane lateral strength reduction ratio dropped significantly as <i>L</i> increased. A high slenderness ratio was found to be critical for cantilever adobe walls when <i>L</i> extended beyond half of the wall length. The results provided insights concerning the role of wall thickness in the stability against overturning.
topic adobe masonry
finite element model
out-of-plane stability
water content
slenderness ratio
url https://www.mdpi.com/2412-3811/5/9/78
work_keys_str_mv AT umaimaalaqtash influenceofwallthicknessandwatercontentontheoutofplanestabilityofadobewalls
AT paolabandini influenceofwallthicknessandwatercontentontheoutofplanestabilityofadobewalls
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