Doktora Tezi Görüntüleme | |||||||||||||||||||||
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Among the major engineering structures built in recent years, dams are one of the important engineering structures that need to be meticulously handled with pre-feasibility studies andseriously evaluated in terms of their technical and economic feasibility to come up with the most appropriate engineering solutions. Therefore, determination of permeability of rock masses in axislocation and lake area is the most important parameter before construction. In this study, it is aimed to determine the permeability of the rock mass in the Bayburt-Kırklartepe dam site by getting helpfrom the data obtained from the geophysical methods that can collect data covering the entire area of the rock mass with lower costs and less permeability of the rock mass as well as considering thefield characteristics and project features and minimizing the use of drilling operations and pressurized water tests (BST) which are difficult and costly to implement. In this context, theempirical equations for determining the permeability of the rock mass have been proposed by comparing the Lugeon values obtained from on-site BST tests and geophysical and geotechnicalparameters. Among these equations, Schmidt hardness, P and S wave velocity (Vp, Vs) and resistivity values, and Lugeon values were taken into consideration as parameters affecting thepermeability of rock mass, and the permeability classification of metamorphic rock mass was formed. As a result of the statistical evaluations and zoning for dam axis location, it wasdetermined that the metamorphic rock mass spreading in the study area has a permeability characteristic by comparing lithological depth, Schmidt hardness, Vp, Vs and resistivity values inthe permeability classification which was formed by considering the Lugeon permeability class intervals. The best performing equations in the statistical analyses were found between LU-Vp andLU-Vs. Finally, Pulur metamorphic rock mass was limited to nonpermeable and high-permeable value ranges according to Lugeon class ranges. Vp, Vs and resistivity values were found between;2000-3500 m/s, 950-1300 m/s and 300-950 Ohm.m for nonpermeable rock mass, and 950-2000 m/s, 550-950 m/s and 10-300 Ohm.m for high-permeable rock mass, respectively.
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