An algebraic method in solving eigenvalue problems

Download
1992
Pamir, Aydan

Suggestions

Development of risk based soil quality standards for Turkey
İpek, Hatice Meltem; Ünlü, Kahraman; Department of Environmental Engineering (2011)
Soil quality standards (SQSs) are one of the most important elements of management system for contaminated sites. In order to manage risks associated with soil contamination, risk based SQSs are used worldwide. However, in Turkey, the Soil Pollution Control Regulation in force was focusing mainly on the use of stabilized sludge on soil and was including standards for a limited number of parameters, mainly metals and some organic chemicals. Thus, existing SQSs were far away from providing common criteria for...
Evaluation of surface soil geochemical data and statistical modeling of akarca fula tepe low sulfidation epithermal au-ag mineralization (Bursa), Turkey
Bal, Derya; Karahanoğlu, Nurkan; Department of Geological Engineering (2015)
The Akarca property is dominated by Triassic sedimentary units that tectonically overlie Pre-Triassic basement rocks (schists and marbles). The property displays characteristics of a low sulfidation Au-Ag deposit type in terms of alteration, mineralization and vein textures. The Akarca property is characterized by six primary mineralized zones. Among these zones, Fula Tepe Zone formed the subject of this thesis. The main aim of this dissertation is to evaluate the results of surface soil geochemistry data a...
Modeling of settlement in saturated and unsaturated municipal landfills
Durmusoglu, Ertan; Corapcioglu, M.Yavuz; Tuncay, Kağan (American Society of Civil Engineers (ASCE), 2006-07-01)
Municipal solid waste (MSW) landfills are not only used to dispose the refuse in most economical way but also utilized as a viable land in today’s waste management strategy. Settlement prediction is an important issue in order to guarantee the integrity of any postclosure structure on landfills. In this study, landfill settlement in saturated and unsaturated landfills is investigated by developing a one-dimensional mathematical model and performing numerical experiments. Under the saturated conditions, the ...
Assessment of core-filter configuration performance of rock-fill dams under uncertainties
Çalamak, Melih; Yanmaz, Ali Melih (American Society of Civil Engineers (ASCE), 2018-04-01)
Probabilistic analyses are conducted for seepage through a rock-fill dam having two different core-filter configurations: one sloping and the other a central symmetrical core-filter arrangement. Uncertainties in core and filter are considered, assuming their hydraulic conductivities as random variables. For this purpose, finite-element software used for groundwater flow and seepage analyses is coupled with a random-number-generation algorithm. Monte Carlo simulations are performed for probabilistic seepage ...
3D Modeling of Ripping Process
Basarir, Hakan; Karpuz, Celal; Tutluoglu, Levent (American Society of Civil Engineers (ASCE), 2008-01-01)
Due to environmental constraints and limitations on blasting, ripping as a ground loosening and breaking method has become more popular than drilling and blasting method in both mining and civil engineering applications. The best way of estimating the rippability of rocks is to conduct direct ripping runs in the field. However, it is not possible to conduct direct ripping runs in all sites using different dozer types. Therefore, the utilization of numerical modeling of ripping systems becomes unavoidable. A...
Citation Formats
A. Pamir, “An algebraic method in solving eigenvalue problems,” Ph.D. - Doctoral Program, Middle East Technical University, 1992.