@article{MAKHILLJEAS201914617565,
    title = {Effect of Deep Vibration on Water-Saturated Soil Consolidation},
    journal = {Journal of Engineering and Applied Sciences},
    volume = {14},
    number = {6},
    pages = {1721-1724},
    year = {2019},
    issn = {1816-949x},
    doi = {jeasci.2019.1721.1724},
    url = {https://makhillpublications.co/view-article.php?issn=1816-949x&doi=jeasci.2019.1721.1724},
    author = {Vladimir,Larisa,Svetlana and},
    keywords = {Water-saturated soil,consolidation,pore pressure,deep vibration,harmonic oscillations,stresses},
    abstract = {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.}
    }