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

Data publikacji: 20.12.2018

Czasopismo Techniczne, 2018, Volume 12 Year 2018 (115), s. 53-60

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

Autorzy

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

Tytuły

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

Abstrakt

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.

Bibliografia

[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.

Informacje

Informacje: Czasopismo Techniczne, 2018, Volume 12 Year 2018 (115), s. 53-60

Typ artykułu: Oryginalny artykuł naukowy

Tytuły:

Polski:

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

Angielski:

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

Autorzy

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
Wszystkie publikacje autora →

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

Publikacja: 20.12.2018

Status artykułu: Otwarte __T_UNLOCK

Licencja: Żadna

Udział procentowy autorów:

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

Korekty artykułu:

-

Języki publikacji:

Angielski