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Numerical analysis of an instrumented steel-reinforced soil wall

Autor
Damians, I.P.; Bathurst, R.J.; Josa, A.; Lloret, A.
Tipus d'activitat
Article en revista
Revista
International journal of geomechanics
Data de publicació
2015-02-01
Volum
15
Número
1
Pàgina inicial
04014037-1
Pàgina final
04014037-15
DOI
https://doi.org/10.1061/(ASCE)GM.1943-5622.0000394 Obrir en finestra nova
Projecte finançador
Cuantificación de la sostenibilidad en ingeniería de la construcción con y sin incertidumbre, aplicacion...etc
Repositori
http://hdl.handle.net/2117/23496 Obrir en finestra nova
URL
http://ascelibrary.org/doi/abs/10.1061/(ASCE)GM.1943-5622.0000394 Obrir en finestra nova
Resum
The paper describes the results and lessons learned using a PLAXIS finite element method (FEM) model to simulate quantitative performance features of the Minnow Creek steel strip reinforced soil wall structure located in the USA. The Minnow Creek Wall structure was constructed and instrumented in 1999. It is a unique case study because of the comprehensive measurements that were taken to record a wide range of wall performance features. Two different constitutive models for the soil were used (l...
Citació
Damians, I.P. [et al.]. Numerical analysis of an instrumented steel reinforced soil wall. "International journal of geomechanics", 20 Febrer 2014, p. 04014037-1-04014037-15.
Paraules clau
Finite-element method (FEM), JAPAN, LRFD CALIBRATION, MODEL, PERFORMANCE, PLAXIS, PREDICTED LOADS, SEGMENTAL WALLS, Soil retaining walls, Steel reinforcement
Grup de recerca
MECMAT - Grup de Geotècnia i Mecànica de Materials
MSR - Mecànica del Sòls i de les Roques

Participants