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

Publication date: 20.12.2018

Technical Transactions, 2018, Volume 12 Year 2018 (115), pp. 53 - 60

https://doi.org/10.4467/2353737XCT.18.185.9673

Authors

,
Michał Grodecki
Department of Geotechnics, Faculty of Environmental Engineering, Cracow University of Technology
All publications →
Aleksander Urbański
Institute of Geotechnics, Faculty of Environmental Engineering, Cracow University of Technology
https://orcid.org/0000-0002-5544-9134 Orcid
All publications →

Titles

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

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.

[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.

[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.

[4]  Grodecki M., Numerical modelling of gabion joints,“Technical Transactions” 2/2017, 83–89.

[5]  Griffiths D.V., Lane P.A., Slope stability analysis by finite elements. “Geotechnique” 49/1999, 387–403.

[6]  Matsui T., San K-C., Finite element slope stability analysis by shear strength reduction technique. “Soils and Foundations” 32/1992, 59–70.

[7]  Zimmemann Th., Truty A., Urbański A., Podleś K., Z_Soil.PC 2003 manual. Theory, Elmepress international & Zace Services ltd., Lauzanne, Switzerland 2005.

[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.

Information

Information: Technical Transactions, 2018, Volume 12 Year 2018 (115), pp. 53 - 60

Article type: Original article

Titles:

Polish:

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

English:

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

Authors

Department of Geotechnics, Faculty of Environmental Engineering, Cracow University of Technology

https://orcid.org/0000-0002-5544-9134

Aleksander Urbański
Institute of Geotechnics, Faculty of Environmental Engineering, Cracow University of Technology
https://orcid.org/0000-0002-5544-9134 Orcid
All publications →

Institute of Geotechnics, Faculty of Environmental Engineering, Cracow University of Technology

Published at: 20.12.2018

Article status: Open

Licence: None

Percentage share of authors:

Michał Grodecki (Author) - 50%
Aleksander Urbański (Author) - 50%

Article corrections:

-

Publication languages:

English