The stiffness coefficients of different types of limestone were determined using the through thickness ultrasonic test and measurements of size and weight, and the results obtained verified using aluminium specimens of known mechanical properties. The values of density and stiffness coefficients obtained for the various types of limestone were consistent with their different formation processes. The stiffness coefficients for each specimen were different, exhibited directional properties and were significantly lower in one of the three mutually orthogonal directions in which tests were conducted, a clear confirmation of the heterogeneous and layered nature of limestone. Clearly, therefore, while the through thickness ultrasonic test easily ...
The recent Standards on natural stone require the execution of the Factory Production Control on fin...
The dataset contains the major physical properties and the mechanical parameters of several intact r...
The determination of the modulus tangent (Eci ) and of the modulus secant (Ecs) of the concrete can ...
Limestone is an important industrial raw material. It is consumed by chemical and other industries (...
Copyright © 2014 Giovanna Concu et al. This is an open access article distributed under the Creative...
International audienceThe aim of this research was to establish correlations between different physi...
Laboratory determination of velocity and porosity have been made on nearly 900 core-specimens taken ...
Masonry is the oldest building material that survived until today, being used all over the world and...
UPV as non-destructive technique can effectively contribute to the low invasive in situ analysis and...
A number of laboratory tests (uniaxial, triaxial and hydrostatic) have been conducted on a dry porou...
Dolomitic limestone test samples with increasing levels of damage were obtained by exposing limeston...
The ultrasonic pulse velocity (UPV) method can be conveniently used for non-destructive testing of ...
Stylolites are rough dissolution surfaces ubiquitous in sedimentary rocks, which locally exercise a ...
Ultrasonic testing is a non-destructive technique commonly employed for assessing indirectly some ge...
The determination of static elastic modulus in the laboratory requires rock core extraction and the ...
The recent Standards on natural stone require the execution of the Factory Production Control on fin...
The dataset contains the major physical properties and the mechanical parameters of several intact r...
The determination of the modulus tangent (Eci ) and of the modulus secant (Ecs) of the concrete can ...
Limestone is an important industrial raw material. It is consumed by chemical and other industries (...
Copyright © 2014 Giovanna Concu et al. This is an open access article distributed under the Creative...
International audienceThe aim of this research was to establish correlations between different physi...
Laboratory determination of velocity and porosity have been made on nearly 900 core-specimens taken ...
Masonry is the oldest building material that survived until today, being used all over the world and...
UPV as non-destructive technique can effectively contribute to the low invasive in situ analysis and...
A number of laboratory tests (uniaxial, triaxial and hydrostatic) have been conducted on a dry porou...
Dolomitic limestone test samples with increasing levels of damage were obtained by exposing limeston...
The ultrasonic pulse velocity (UPV) method can be conveniently used for non-destructive testing of ...
Stylolites are rough dissolution surfaces ubiquitous in sedimentary rocks, which locally exercise a ...
Ultrasonic testing is a non-destructive technique commonly employed for assessing indirectly some ge...
The determination of static elastic modulus in the laboratory requires rock core extraction and the ...
The recent Standards on natural stone require the execution of the Factory Production Control on fin...
The dataset contains the major physical properties and the mechanical parameters of several intact r...
The determination of the modulus tangent (Eci ) and of the modulus secant (Ecs) of the concrete can ...