petak, 20 okt 2017



Original scientific paper
UDC: 624.153.7:551.2  
DOI: 10.7251/afts.2014.0610.039M
COBISS.RS-ID: 4225560




Mataradžije Milada1

1Trasa Sarajevo, e-mail: Ova adresa el. pošte zaštićena je od spam napada, treba omogućiti JavaSkript da biste je videli


ABSTRACT  Full text (pdf)

This paper is an attempt of forming mechanical behavior and establishing behavior model of reconstructed clay compacting Koševo layers in road embankments derived by numerical analysis using the Plaxis software package. For the purposes of defining the parameters of the model behavior, geomechanical laboratory tests such as identification classification tests, and deformability test in oedometar conditions and strength in triaxial CU and CD test were performed. Based on defined model parameters of the mechanical behavior the check is performed which model best fit with tested material.

Key words: koševo layers, deformability, strenght, numerical modeling





Elaborate on the classification, categorization and calculation of reserves of raw brick material at ″Rapailo″ deposit Gladno polje at Rakovica, Ilidža community (2004). Sarajevo. Geozavod


Kurtanović, R., Kličić, I., Brkić, E., Hajdarević, I. (2008). The achieved level of exploration of the clay deposits in the area of the Sarajevo-Zenica neogen basin. Neum. Proc III consulting geologist of Bosnia and Herzegovina with international participation, p. 32


Bardet, J. P. (1997). Experimental soil mechnics.


Potts, M. D., Zdravković, L. (1999). Finite Element Analysis in Geotechnical Engineering. Theory.


Potts, M. D., Zdravković, L. (2001). Finite Element Analysis in Geotechnical Engineering: Application

[6] Atkinson, H., Bransby P. L. (1977). The mechanics of soils.
[7] Head, K.H. for ELE International Limited. (1985). Manual Soil Laboratory Testing.
[8] Bishop, A. W., Henkel, D.J. (1957). The measurement of soil properties in the triaxial test.













Copyright Tehnički institut Bijeljina, 2010.
Web dizajn : Stanko Zarić