Evaluation of Deformability Properties of Rocks with Overlapping Inclusions by Different Averaging Methods
نویسنده
چکیده
Mechanical properties of rocks with inclusions, which may correspond to porous rocks under limiting conditions, are influenced by their shape, distributions, and intrinsic properties. Many different averaging methods such as homogenization, micro-mechanics and microstructure methods are proposed to estimate average thermo-hydro-mechanical properties of rocks. In this paper, the authors evaluate the deformability properties of rocks with overlapping or non-overlapping inclusions arranged in different patterns using a modified microstructure technique and the results are compared with those by finite element analyses and the homogenization technique. Furthermore, the elastic properties of rocks with elongated overlapping pores are evaluated by using the modified microstructure technique, finite element method and the homogenization technique. And they are compared with experimental data. It is found that the modified microstructure model can explain the scattering of experimental elastic properties.
منابع مشابه
THE FULL AVERAGING OF FUZZY DIFFERENTIAL INCLUSIONS
In this paper the substantiation of the method of full averaging for fuzzy differential inclusions is considered. These results generalize the results of [17, 20] for differential inclusions with Hukuhara derivative and of [18] for fuzzy differential equations.
متن کاملOn the averaging of differential inclusions with Fuzzy right hand side with the average of the right hand side is absent
In this article we consider the averaging method for differential inclusions with fuzzy right-hand side for the case when the limit of a method of an average does not exist.
متن کاملevaluation of rock mass deformability
One of the most important effective parameters in design of engineering structures is deformability of rock mass. Benchmark of rock mass deformability is the deformation modulus that directly or indirectly obtained. Since the determination of rock mass deformation modulus indirect method by in-situ tests is time-consuming, costly and difficult from executive operations aspect, so it’s correctly...
متن کاملExtended and infinite ordered weighted averaging and sum operators with numerical examples
This study discusses some variants of Ordered WeightedAveraging (OWA) operators and related information aggregation methods. Indetail, we define the Extended Ordered Weighted Sum (EOWS) operator and theExtended Ordered Weighted Averaging (EOWA) operator, which are applied inscientometrics evaluation where the preference is over finitely manyrepresentative works. As...
متن کامل