DETERMINATION OF THE MODULI OF ELASTICITY OF ROCKS - COMPARISON OF THE ULTRASONIC VELOCITY AND MECHANICAL RESONANCE FREQUENCY METHODS WITH DIRECT STATIC METHODS

被引:89
作者
CHRISTARAS, B [1 ]
AUGER, F [1 ]
MOSSE, E [1 ]
机构
[1] POITIERS UNIV,CONSTRUCT CIVILE & MARITIME PHYS & MECAN MAT CONSTRUCT LAB,F-17026 LA ROCHELLE,FRANCE
来源
MATERIALS AND STRUCTURES | 1994年 / 27卷 / 168期
关键词
D O I
10.1007/BF02473036
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the present investigation, dynamic methods for the determination of moduli of elasticity were compared with direct static methods. The dynamic moduli of rocks, such as Young's modulus (E) and Poisson's ratio (v) were determined, using both mechanical resonance frequency and classic P and S wave ultrasonic velocity techniques. For this purpose rock samples from different areas of France, covering a wide range of velocity values, were used. The mechanical resonance frequencies were investigated using a Grindo-Sonic machine while the P and S wave ultrasonic velocities were measured using a Pundit ultrasonic machine, connected to an oscilloscope. The static moduli were determined using deformation gauges. Statistical interpretation of the test results indicated significant correlation between these dynamic and static methods. Accordingly, the above non-destructive dynamic methods are suitable for the determination of static moduli of elasticity.
引用
收藏
页码:222 / 228
页数:7
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