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Displacements Study of an Earth Fill Dam Based on High Precision Geodetic Monitoring and Numerical Modeling.
Acosta, Luis Enrique; de Lacy, M Clara; Ramos, M Isabel; Cano, Juan Pedro; Herrera, Antonio Manuel; Avilés, Manuel; Gil, Antonio José.
Afiliação
  • Acosta LE; Departamento de Construcciones, Universidad de Holguín, Holguín 80100, Cuba. luis.acosta@uho.edu.cu.
  • de Lacy MC; Departamento de Ingeniería Cartográfica, Geodesia y Fotogrametría, Universidad de Jaén, Jaen 23071, Spain. mclacy@ujaen.es.
  • Ramos MI; CEACTierra-Centro de Estudios Avanzados de Ciencias de la Tierra, Jaen 23071, Spain. mclacy@ujaen.es.
  • Cano JP; Departamento de Ingeniería Cartográfica, Geodesia y Fotogrametría, Universidad de Jaén, Jaen 23071, Spain. miramos@ujaen.es.
  • Herrera AM; CEACTierra-Centro de Estudios Avanzados de Ciencias de la Tierra, Jaen 23071, Spain. miramos@ujaen.es.
  • Avilés M; 4D Geoservices, Jaen 23008, Spain. jpcc0001@red.ujaen.es.
  • Gil AJ; Departamento de Ingeniería Cartográfica, Geodesia y Fotogrametría, Universidad de Jaén, Jaen 23071, Spain. aherreraolmo@gmail.com.
Sensors (Basel) ; 18(5)2018 Apr 27.
Article em En | MEDLINE | ID: mdl-29702627
The aim of this paper is to study the behavior of an earth fill dam, analyzing the deformations determined by high precision geodetic techniques and those obtained by the Finite Element Method (FEM). A large number of control points were established around the area of the dam, and the measurements of their displacements took place during several periods. In this study, high-precision leveling and GNSS (Global Navigation Satellite System) techniques were used to monitor vertical and horizontal displacements respectively. Seven surveys were carried out: February and July 2008, March and July 2013, August 2014, September 2015 and September 2016. Deformations were predicted, taking into account the general characteristics of an earth fill dam. A comparative evaluation of the results derived from predicted (FEM) and observed deformations shows the differences on average being 20 cm for vertical displacements, and 6 cm for horizontal displacements at the crest. These differences are probably due to the simplifications assumed during the FEM modeling process: critical sections are considered homogeneous along their longitude, and the properties of the materials were established according to the general characteristics of an earth fill dam. These characteristics were taken from the normative and similar studies in the country. This could also be due to the geodetic control points being anchored in the superficial layer of the slope when the construction of the dam was finished.
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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Tipo de estudo: Prognostic_studies Idioma: En Revista: Sensors (Basel) Ano de publicação: 2018 Tipo de documento: Article País de afiliação: Cuba País de publicação: Suíça

Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Tipo de estudo: Prognostic_studies Idioma: En Revista: Sensors (Basel) Ano de publicação: 2018 Tipo de documento: Article País de afiliação: Cuba País de publicação: Suíça