Bearing capacity analysis of layered rock for an underground mine

Gökay, Mehmet Kemal


Bearing capacity of concrete.
Perçinel, Ömer; Department of Civil Engineering (1963)
Bearing capacity of side expanded driven pile in sand
Akbulut, Hakan; Ergun, Ufuk; Department of Civil Engineering (1994)
Stress Scaling Factors for Seismic Soil Liquefaction Engineering Problems: A Performance-Based Approach
Çetin, Kemal Önder; Bilge, Habib Tolga (2013-06-19)
Most of the widely used seismic soil liquefaction triggering methods propose cyclic resistance ratio (CRR) values valid at the reference normal effective stress (sigma(v,0)') of one atmosphere and zero static shear stress (tau(st,0)) states. Then, a series of correction factors are applied on this reference CRR, for the purpose of assessing the variability due to normal effective and static shear stress states (i.e. K-sigma and K-alpha corrections) acting on the horizontal plane. In the literature, a number...
Ground vibration assessment at y-3 panel of Tunçbilek open pit lignite mine
Büyükyıldırım, Kürşad; Bilgin, Hasan Aydın; Department of Mining Engineering (2005)
Yörgüç village is within the close neighbourhood of the Western Lignite Corporation Y-3 panel. Although the nearest part of the mine is 1100 m and the farthest part is 2500 m from the village at present, some of the villagers complained about the ground vibration at the past. Therefore the assessment of damage risk and, if any, control and minimization of vibrations constitutes the aim and the scope of this research work. The researh work consists of monitoring of vibration, characterising of the seismic wa...
Fracture toughness tests on Brazilian discs of Ankara andesite.
Şener, Sinem; Tutluoğlu, Levent; Department of Mining Engineering (2002)
Citation Formats
M. K. Gökay, “Bearing capacity analysis of layered rock for an underground mine,” Middle East Technical University, 1988.