Bending behavior analysis of geogrid reinforced adobe walls

Authors

  • M. Solís ETS Ingeniería - Universidad de Sevilla
  • D. Torrealva Pontificia Universidad Católica del Perú (PUCP)
  • P. Santillán Pontificia Universidad Católica del Perú (PUCP)
  • G. Montoya ETS Ingeniería - Universidad de Sevilla

DOI:

https://doi.org/10.3989/ic.13.141

Keywords:

Adobe, geogrid reinforcement, seismic design, bending behavior

Abstract


Rammed earth is a widely used building material in many regions of the world. Due to the high seismic risk in those areas, earthen constructions require suitable and efficient reinforcement techniques from a technological and socioeconomic point of view. This paper analyzes the bending behavior of geogrid reinforced adobe walls from an experimental and analytical point of view. The experimental bending moment-curvature relationships are analytically approached. The results show how geogrid reinforcement improves the performance of adobe masonry in terms of strength and ductility. Thus, a better seismic performance is achieved.

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Published

2015-09-30

How to Cite

Solís, M., Torrealva, D., Santillán, P., & Montoya, G. (2015). Bending behavior analysis of geogrid reinforced adobe walls. Informes De La Construcción, 67(539), e092. https://doi.org/10.3989/ic.13.141

Issue

Section

Research Articles