Regression models and response surfaces to assess the external stability of soil nail walls

Abstract: Due to its fast and economical execution, the geotechnical solution known as soil nailing walls is widely used for the stabilization of slopes and ground excavations. At the design stage, verification of the external stability of the soil nailing wall is one of the most important acceptabi...

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Autor principal: Villalobos,S.
Lenguaje:English
Publicado: Pontificia Universidad Católica de Chile. Departamento de Ingeniería y Gestión de la Construcción 2021
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Acceso en línea:http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732021000200251
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spelling oai:scielo:S0718-507320210002002512021-10-05Regression models and response surfaces to assess the external stability of soil nail wallsVillalobos,S. Soil nailing wall external stability factor of safety experimental design response surface Abstract: Due to its fast and economical execution, the geotechnical solution known as soil nailing walls is widely used for the stabilization of slopes and ground excavations. At the design stage, verification of the external stability of the soil nailing wall is one of the most important acceptability criteria. The main objective of this work is to evaluate the external stability of soil nailing walls, considering the variability influence of their height and the geomechanical parameters of the soil in-situ. The probabilistic 2k factorial design methodology has been applied to generate 32 experiments. A vertical soil nailing wall, with variable height, under pseudo-static load conditions, and executed in residual soil from granitic rock has been used as a prototype model. Based on the analysis of the observations of the 32 experiments, three regression models have been developed, which can be used to predict the value of the factors of safety with arbitrary realizations. Furthermore, the observations show that the factors that most influence the external stability of soil nailing walls are the height of the wall, the cohesion and the friction angle of the soil in-situ.info:eu-repo/semantics/openAccessPontificia Universidad Católica de Chile. Departamento de Ingeniería y Gestión de la ConstrucciónRevista ingeniería de construcción v.36 n.2 20212021-08-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732021000200251en10.4067/S0718-50732021000200251
institution Scielo Chile
collection Scielo Chile
language English
topic Soil nailing wall
external stability
factor of safety
experimental design
response surface
spellingShingle Soil nailing wall
external stability
factor of safety
experimental design
response surface
Villalobos,S.
Regression models and response surfaces to assess the external stability of soil nail walls
description Abstract: Due to its fast and economical execution, the geotechnical solution known as soil nailing walls is widely used for the stabilization of slopes and ground excavations. At the design stage, verification of the external stability of the soil nailing wall is one of the most important acceptability criteria. The main objective of this work is to evaluate the external stability of soil nailing walls, considering the variability influence of their height and the geomechanical parameters of the soil in-situ. The probabilistic 2k factorial design methodology has been applied to generate 32 experiments. A vertical soil nailing wall, with variable height, under pseudo-static load conditions, and executed in residual soil from granitic rock has been used as a prototype model. Based on the analysis of the observations of the 32 experiments, three regression models have been developed, which can be used to predict the value of the factors of safety with arbitrary realizations. Furthermore, the observations show that the factors that most influence the external stability of soil nailing walls are the height of the wall, the cohesion and the friction angle of the soil in-situ.
author Villalobos,S.
author_facet Villalobos,S.
author_sort Villalobos,S.
title Regression models and response surfaces to assess the external stability of soil nail walls
title_short Regression models and response surfaces to assess the external stability of soil nail walls
title_full Regression models and response surfaces to assess the external stability of soil nail walls
title_fullStr Regression models and response surfaces to assess the external stability of soil nail walls
title_full_unstemmed Regression models and response surfaces to assess the external stability of soil nail walls
title_sort regression models and response surfaces to assess the external stability of soil nail walls
publisher Pontificia Universidad Católica de Chile. Departamento de Ingeniería y Gestión de la Construcción
publishDate 2021
url http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732021000200251
work_keys_str_mv AT villaloboss regressionmodelsandresponsesurfacestoassesstheexternalstabilityofsoilnailwalls
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