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Open AccessArticle

Laboratory Study on the Strength Behaviour of Two Laterally Loaded Adobe Walls

1
Department of Civil Engineering, New Mexico State University, Las Cruces, NM 88003-8001, USA
2
Department of Civil Engineering, University of Texas at Tyler, Tyler, TX 75799, USA
*
Author to whom correspondence should be addressed.
Infrastructures 2019, 4(1), 1; https://doi.org/10.3390/infrastructures4010001
Received: 30 September 2018 / Revised: 10 December 2018 / Accepted: 12 December 2018 / Published: 21 December 2018
(This article belongs to the Special Issue Selected Papers from the REHABEND 2018 Congress)
Adobe is a traditional construction technique found in historic and new construction throughout the world, often in earthquake-prone regions. Adobe structures are particularly susceptible to seismic forces due to their substantial mass and low tensile capacity. In addition, adobe is affected negatively by moisture that may penetrate from the ground or through the plaster. This paper describes the preliminary findings of an experimental program to investigate the effect of higher water content in the lower part of the wall on the wall strength behaviour under lateral loading. Lateral load tests were conducted on two quarter-scale adobe walls, one in air-dry condition (Wall 1) and another with greater water content in the lower part (Wall 2). The model walls demonstrated similar behaviour during loading in terms of deflections; however, the higher water content in the lower part had a significant effect on the wall strength. The in-plane (lateral) load capacity of Wall 2 was approximately 74% of the capacity of Wall 1. View Full-Text
Keywords: Adobe; moisture; lateral load; experimental test; in-plane deformation; out-of-plane deformation; tensile crack; deflections Adobe; moisture; lateral load; experimental test; in-plane deformation; out-of-plane deformation; tensile crack; deflections
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MDPI and ACS Style

Weldon, B.D.; Bandini, P.; McGinnis, M.J.; Dávila, E.; García Vera, D.I. Laboratory Study on the Strength Behaviour of Two Laterally Loaded Adobe Walls. Infrastructures 2019, 4, 1.

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