A b s o r p t i o n of Stationary Elastic Vibrations ili R o c k s E . V. K A E U S A q u a n t i t a t i v e interpretation of t h e ti- namical charaeteristics of seismic waves in the E a r t h , revealed by t h e study of real inedia strueture, is possible in cases, when the parameters of elastic waves attenuation in rocks are known. I t is also i m p o r t a n t for a correet understanding of phvsical na- bration. The elastic power supplied by the coil-moved vibration equal to 50 w a t t . This vibrator is used to set up continuous vibra- tions a t frequencies ranging from 40 c/s t o 5.000 c/s. I t is known t h a t stationary ela- stic vibrations comprise t h e superposition of compressional, shear and surface (Ray- F i g . l a ture of propagation of elastic waves and study of medianica! properties of rocks. To measure parameters, characterizing divergence and absorption of seismic waves, the seismoacoustic method based on ampli- tude-and-phase measurement of elastic vi- brations generated by a source of stationary harmonic vibration in rocks « in situ »: was used (1). For this purpose a special portable appa- rature was coiistructed. The elastic waves are generated by t h e electrodynamical vi- leigli) waves. [The dominant is the Ray- leigh wave (2)]. These vibrations excited in the rock can be registered with maximum magniflcation about 20.000.000. To raise the effective sensitivity of t h e receiving device a special filtering system is used. The response charaeteristics make us enable to filtrate the signal within t h e frequencv band of a b o u t 2 c/s for any frequency of excitation. Fig. 1 gives an examplé of seismoacoustic observations in a mine a t a d e p t h of 250 metres. The observations were carried out 120 E. V. KARUS in D e c e m b e r of 1957, in silvinite p o t a s s i u m salt. T h e profile is 75 m e t r e s long. T h e observations were eonducted with t h e inter- val of 0.5 m e t e r . This resulted in t h e crea- t i o n of a system of reversed and overlapping a m p l i t u d e ( f i g . l a ) - a n d - p h a s e (fig.lb) curves, g r a p h s charaeterizing decrease of a m p l i t u d e w a v e l e n g t h A = 3 m . , t h e v a l u e of the phase velocity of t h e compressional wave d e t e r m i n e d b y t h e f o r m u l a : V