Exact(2)
The rock selected for the first drilling is a very fine grained sedimentary rock cut through with veins of what appear to be a calcium sulphate.
For this reason, the purpose of this study is to apply some statistical and soft computing methods such as artificial neural networks and adaptive neuro-fuzzy inference system on the determination of weathering degree of a granitic rock selected from Turkey by using some index and mechanical properties.
Similar(58)
The stream flows over rocks selected by Mr. Irwin in gold-rush territory (near Lake Tahoe, Calif.) and in Montana and North Dakota.
In this study, a comprehensive research program was conducted on different clay-bearing rocks selected from Turkey to assess their disintegration characteristics under both field and laboratory conditions.
The main goal of this study is to develop some prediction models for the UCS of six different granitic rocks selected from Turkey.
This paper documents the results of laboratory experiments and numerical simulations (i.e. neural network) conducted to estimate the uniaxial compressive strength of some clay-bearing rocks selected from Turkey.
In this study, a soft computing method, an adaptive neuro-fuzzy inference system (ANFIS), was employed to estimate UCS from the mineral contents of certain granitic rocks selected from Turkey; nonlinear multiple regression analysis was then employed to validate these estimations.
Making sure her stone works can weather the elements requires accounting for the "three rules of water, temperature, and gravity": the rocks selected must be impervious to water or they will burst when temperatures fall below freezing, and gravity can be a stonemason's ally if the rocks are properly placed.
Her contribution is to sift carefully through a pile of rocks, selecting the best ones for the construction of the water structure.
The RMR values, ratings of observed parameters and their class description, cohesion of rock mass, and angle of internal friction of rock mass of selected rock sections are given in Table 7.
Some main control factors of rockburst, such as the values of in-situ stresses, uniaxial compressive strength and tensile strength of rock, and the elastic energy index of rock, were selected in the analysis.
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