Summarization: This paper focuses on the experimental investigation of the mechanical properties of two natural building stones: Porolithos and Alfas. Two series of uniaxial compression tests and indirect tensile tests (Brazilian tests) were performed in order to determine the uniaxial compressive strength and the indirect tensile strength respectively. Different sets of cylindrical specimens and circular discs were prepared by varying their geometry in order to examine the size effect on the respective strength values. Also, the size effect was investigated with respect to the calculated intact rock modulus and Poisson’s ratio of these materials. All specimens were prepared by following the ISRM suggested methods and the load was applied u...
In laboratory measurements of rock properties, the specimen size dependent rock strength has always ...
On the basis of previous research, the stone size effect is not always ruled by well-known statistic...
To study the size effect of rock under quasistatic and dynamic conditions, the changes in compressiv...
Summarization: This paper focuses on the experimental investigation of the mechanical properties of ...
This paper focuses on the experimental investigation of the mechanical properties of the Alfas natur...
Summarization: This paper focuses on the experimental and numerical investigation of the size effect...
Few scientific works deal with size effect on mechanical resistance in the case of stone, meanwhile ...
Uniaxial compressive strength (UCS) and elastic properties of rocks play a major and vital role for ...
The design of structures on or within a rock mass requires an estimate of the strength ofthe intact ...
Few scientific works deal with size effect on mechanical resistance in the case of stone, but for th...
The flexural strength test under a concentrated load, as foreseen required for CE marking, can be us...
Summary: In rock engineering, the effect of scale on the strength and deformation properties of the ...
One of the most important quality and design parameters of natural rock materials is uniaxial compre...
This paper reports on a comparative study of various types of experimental tests for measuring the t...
This paper presents the results of an experimental programme about the evaluation of the size effect...
In laboratory measurements of rock properties, the specimen size dependent rock strength has always ...
On the basis of previous research, the stone size effect is not always ruled by well-known statistic...
To study the size effect of rock under quasistatic and dynamic conditions, the changes in compressiv...
Summarization: This paper focuses on the experimental investigation of the mechanical properties of ...
This paper focuses on the experimental investigation of the mechanical properties of the Alfas natur...
Summarization: This paper focuses on the experimental and numerical investigation of the size effect...
Few scientific works deal with size effect on mechanical resistance in the case of stone, meanwhile ...
Uniaxial compressive strength (UCS) and elastic properties of rocks play a major and vital role for ...
The design of structures on or within a rock mass requires an estimate of the strength ofthe intact ...
Few scientific works deal with size effect on mechanical resistance in the case of stone, but for th...
The flexural strength test under a concentrated load, as foreseen required for CE marking, can be us...
Summary: In rock engineering, the effect of scale on the strength and deformation properties of the ...
One of the most important quality and design parameters of natural rock materials is uniaxial compre...
This paper reports on a comparative study of various types of experimental tests for measuring the t...
This paper presents the results of an experimental programme about the evaluation of the size effect...
In laboratory measurements of rock properties, the specimen size dependent rock strength has always ...
On the basis of previous research, the stone size effect is not always ruled by well-known statistic...
To study the size effect of rock under quasistatic and dynamic conditions, the changes in compressiv...