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pro vyhledávání: '"Hasan Karakul"'
Autor:
Hasan Karakul, Resat Ulusay
Publikováno v:
Bulletin of Engineering Geology and the Environment. 81
Publikováno v:
Rock Mechanics and Rock Engineering. 53:3745-3760
The point load strength index is a widely used index in rock engineering, and cylindrical core and irregular shaped specimens are used in its determination. But, in mine sites, the borehole cores are cut axially into two equal parts to obtain half-cu
Autor:
Hasan Karakul
Publikováno v:
Environmental Earth Sciences. 80
The invasion created by drilling fluids around borehole walls creates considerable variations on mechanical and physical properties of both rock materials and discontinuities. However, up to date there is no comprehensive study has been performed on
Autor:
Resat Ulusay, Ignacio Pérez-Rey, Hasan Karakul, Leandro R. Alejano, Ömer Aydan, José Muralha, P. Chryssanthakis, Charlie C. Li
Publikováno v:
Rock Mechanics and Rock Engineering. 51:3853-3859
Autor:
Ignacio Pérez-Rey, N. Zhang, Resat Ulusay, Javier Martínez, Charlie C. Li, José Muralha, P. Chryssanthakis, Leandro R. Alejano, Hasan Karakul, Ömer Aydan
Publikováno v:
Rock Mechanics and Rock Engineering. 50:2547-2562
Autor:
Hasan Karakul
Publikováno v:
Bulletin of Engineering Geology and the Environment. 76:1143-1152
Schmidt rebound values obtained by Schmidt hammer tests have recently been used to predict the uniaxial compressive strengths of both intact rocks and rough joint surfaces. The easy application procedure, short test duration and nondestructive nature
Autor:
Hasan Karakul
Publikováno v:
Arabian Journal of Geosciences. 11
Certain drilling problems are frequently observed during different types of drilling (e.g. geothermal, oil, geotechnical). In order to maintain the stability of boreholes, analysis of the essential parameters affecting their stability, including indu
Autor:
Resat Ulusay, Hasan Karakul
Publikováno v:
Bulletin of Engineering Geology and the Environment. 75:1683-1699
The shear strength of discontinuities has a prime importance in the assessment of structurally controlled stability problems. Natural discontinuity surfaces are usually not smooth and show irregularities, which have an important effect on their shear
Autor:
Hasan Karakul, Resat Ulusay
Publikováno v:
Rock Mechanics and Rock Engineering. 46:981-999
Determination of P-wave velocity (V p), which is closely related to intact rock properties both in laboratory and in situ conditions, is a non-destructive, easy and less complicated procedure. Due to these advantages, there is an increasing trend to
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 47:657-665
This study aims to investigate the strength anisotropy associated with discontinuity orientation by performing block punch index (BPI) tests and uniaxial compressive strength (UCS) tests, and to develop some empirical relationships for estimating the