TY  - JOUR
T1  - Effect of Deep Vibration on Water-Saturated Soil Consolidation
AU - Geidt, Vladimir AU - Geidt, Larisa AU - Sheshukova, Svetlana AU - Geidt, Andrey 
JO  - Journal of Engineering and Applied Sciences
VL  - 14
IS  - 6
SP  - 1721
EP  - 1724
PY  - 2019
DA  - 2001/08/19
SN  - 1816-949x
DO  - jeasci.2019.1721.1724
UR  - https://makhillpublications.co/view-article.php?doi=jeasci.2019.1721.1724
KW  - Water-saturated soil
KW  -consolidation
KW  -pore pressure
KW  -deep vibration
KW  -harmonic oscillations
KW  -stresses
AB  - The study considers deep vibration (longitudinal mechanical waves) having an effect on
water-saturated soil consolidation. The mechanism isbased on the changed physical state of the mediumand
takes into account its structure. Two soil models have been proposed. The first one-parameter soil model is
called a "sandwich (layer-cake)". The second two-parameter soil model is called a "loose sandwich". In here,
the first model is a special case of the second one. Both parameters have simple physical significance.
According to the proposed mechanism, the effect of vibration on soil consolidation is reduced to redistribution
of the relationship between the stress insoil skeleton and the pressure of pore water versus the value of
"vibration pressure" in such a way that the pore water pressure increases but, nevertheless, cannot exceed the
value of the external static load.
ER  -