Landsliding slope supported by gabions – A case study and the methodology of numerical modelling

Grodecki, Michał; Urbański, Aleksander

doi:10.4467/2353737XCT.18.185.9673

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Landsliding slope supported by gabions – A case study and the methodology of numerical modelling

Technical Transactions

Volume 115 (2018): Issue 12 (December 2018)

By: Michał Grodecki and Aleksander Urbański

Open Access

|May 2020

Abstract

The paper presents results of numerical analysis of the gabion retaining wall stability. A few of the possible design variants were analyzed and the optimal one was chosen.

References

[1] A 975 – 97 Standard Specification for Double–Twisted Hexagonal Mesh Gabions and Revet Mattresses (Metallic–Coated Steel Wire or Metallic-Coated Steel Wire With Poly(Vinyl Chloride) (PVC) Coating), American Society for testing and materials, 2011.
Search in Google Scholar Back to article
[2] Bathurst R.J., Rajagopal K., Large-scale triaxial compression testing of geocell reinforced granular soils, “Geotechnical Testing Journal” Vol. 16, No. 3/1993, 296–303.10.1520/GTJ10050J
Search in Google Scholar Back to article
[3] Bergado D.T., Youwai S., Teerawattanasuk C., Visudmedanukul P., The interaction mechanism and behavior of hexagonal wire mesh reinforced embankment with silty sand backfill on soft clay, “Computers and Geotechnics“ 30/2003, 517–534.10.1016/S0266-352X(03)00054-5
Search in Google Scholar Back to article
[4] Grodecki M., Numerical modelling of gabion joints, “Technical Transactions” 2/2017, 83–89.10.4467/2353737XCT.17.019.6212
Search in Google Scholar Back to article
[5] Griffiths D.V., Lane P.A., Slope stability analysis by finite elements. “Geotechnique” 49/1999, 387–403.10.1680/geot.1999.49.3.387
Search in Google Scholar Back to article
[6] Matsui T., San K-C., Finite element slope stability analysis by shear strength reduction technique. “Soils and Foundations” 32/1992, 59–70.10.3208/sandf1972.32.59
Search in Google Scholar Back to article
[7] Zimmemann Th., Truty A., Urbański A., Podleś K., Z_Soil.PC 2003 manual. Theory, Elmepress international & Zace Services ltd., Lauzanne, Switzerland 2005.
Search in Google Scholar Back to article
[8] Rozporządzenie Ministra Transportu i Gospodarki Morskiej z dnia 2 marca 1999 r. w sprawie warunków technicznych, jakim powinny odpowiadać drogi publiczne i ich usytuowanie. Dz.U. 1999 nr 43 poz. 430.
Search in Google Scholar Back to article

DOI: https://doi.org/10.4467/2353737XCT.18.185.9673 | Journal eISSN: 2353-737X | Journal ISSN: 0011-4561

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Language: English

Page range: 53 - 59

Submitted on: Oct 15, 2018

Published on: May 23, 2020

Published by: Cracow University of Technology

In partnership with: Paradigm Publishing Services

Publication frequency: 1 issue per year

Keywords:

gabion,

retaining wall,

FEM,

stability

Related subjects:

Architecture and design,

Architecture,

Architects, buildings,

Engineering,

Mechanical engineering,

Mechanics,

Industrial chemistry,

Chemical engineering,

Materials sciences,

Materials sciences, other

© 2020 Michał Grodecki, Aleksander Urbański, published by Cracow University of Technology
This work is licensed under the Creative Commons Attribution-ShareAlike 4.0 License.

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