Andere Kunden interessierten sich auch für
![VIBRATIONAL PERIODS OF THE SOIL IN STATIC AND DYNAMIC STATES]( "VIBRATIONAL PERIODS OF THE SOIL IN STATIC AND DYNAMIC STATES")
VIBRATIONAL PERIODS OF THE SOIL IN STATIC AND DYNAMIC STATES26,99 €![Pseudo-Static and Pseudo-Dynamic Response of Retaining Wall]( "Pseudo-Static and Pseudo-Dynamic Response of Retaining Wall")
Pseudo-Static and Pseudo-Dynamic Response of Retaining Wall46,99 €![Ice-tongue vibrations modeled by a full 3-D elastic model]( "Ice-tongue vibrations modeled by a full 3-D elastic model")
Ice-tongue vibrations modeled by a full 3-D elastic model49,99 €![Vibratory Drum Interaction with Layered Elastic Media]( "Vibratory Drum Interaction with Layered Elastic Media")
Vibratory Drum Interaction with Layered Elastic Media44,99 €![Elastic properties of fractured porous media]( "Elastic properties of fractured porous media")
Elastic properties of fractured porous media32,99 €![Nitrous Oxide Dynamic in the Caribbean Sea]( "Nitrous Oxide Dynamic in the Caribbean Sea")
Nitrous Oxide Dynamic in the Caribbean Sea32,99 €![Farming Systems Research into the 21st Century: The New Dynamic]( "Farming Systems Research into the 21st Century: The New Dynamic")
Farming Systems Research into the 21st Century: The New Dynamic147,99 €
This is a work that presents the correlation results of static and dynamic Young's moduli based on standard and simplified defect model approaches for some rock intervals at two different locations. Elastic properties of rocks can be determined in two ways; either by in-situ seismic velocity measurements accomplished by borehole logging, or by laboratory compressive tests on sample cores drawn from such borehole. The first method defines the dynamic Young's modulus determination. And the later defines the static method. However, these two measurement methods do not give the same results or values. Studies have shown that the difference in values stems from their differential strain amplitude.The simplified defect model therefore tend to compensate or rather improve the in-situ static (Young's modulus) estimates with respect to the contributions of defects (fractures, micro-cracks,inter-granular boundaries) which tend to close up in laboratory measurements, giving higher laboratory values. Hence, this work not only compares standard correlations of the elastic properties but also discusses the application of the aforementioned model in correlations for available log data.