POROUS CONTINUOUS MEDIUMS LIQUID SATURATED MOTION WITH ARBITRARY DYNAMIC LOADS
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Abstract
The article considers porous fluid-saturated continuous media particles motion problem under the arbitrary dynamic loads action. From the point of theory view, this continuous medium is one of the rocks and soft soils models. A general equation is obtained for porous fluid-saturated continuous media motion in three-dimensional space in mass forces absence. It is proved that if an arbitrary dynamic load acts on the medium, then three waves will go in space, two of which are compression (extension) waves, and the third wave is a shear wave.
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