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Trees, lateral shrinkage and building damage
Authors:Vicente Navarro, Miguel Candel,   ngel Yustres, Juan Alonso,Beatriz Garcí  a
Affiliation:aUniversity of Castilla-La Mancha. Avda. Camilo José Cela s/n. 13071, Ciudad Real, Spain
Abstract:This article presents the study conducted and the actions taken to stabilise the foundations of 25 low-rise (two/three-storey) buildings in Alcázar de San Juan (Ciudad Real, central Spain). Owing to the immediate attention required, it was decided that the study would focus on procuring a synthetic model that would be able to provide a satisfactory explanation for the tendency of the movements, overlooking the detailed model of each building. This analysis pointed out that the mobilisation was probably due to both the shrinkage caused by the existing trees during the dry-growing seasons, and to the loss of lateral confinement caused by the excavation of a service trench adjacent to the footings of the buildings. In keeping with this mechanism, stabilization was carried out by transplanting the trees growing near the damaged buildings and installing a line of piles to provide lateral support to the footings. The evolution of the damage was therefore stopped.
Keywords:Case history   Footing trench   Numerical modelling   Partial saturation   Remediation   Soil–  structure interaction
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