MATEC Web Conf.
Volume 196, 2018XXVII R-S-P Seminar, Theoretical Foundation of Civil Engineering (27RSP) (TFoCE 2018)
|Number of page(s)||7|
|Published online||03 September 2018|
Mathematical modeling of groundwaters pressure distribution in the underground structures by cylindrical form zone
Moscow State University of Civil Engineering,
Yaroslavskoe shosse, 26,
2 Melitopol State Pedagogical University named after Bohdan Khmelnytskyi Ukraine
3 North Caucasian branch of Federal state Budgetary Educational Institution of higher Professional education «Belgorod state technological University Named after V.G. Shukhov», Zheleznovodskaya Str. 24, Mineralnye Vody, Stavropol Territory, 357202, Russia
Corresponding author : firstname.lastname@example.org
A mathematical model is developed for studying the distribution of groundwater pressure and its variation in the zone of underground structures of a cylindrical shape. Based on the created model, the influence of the thickness of the aquifer, the soil porosity, the filtration coefficient, the viscosity coefficient and the piezoelectric conductivity coefficient on the pressure that groundwater exerts on the lower part of the underground structure is investigated. The analysis of the possibility of pushing the structure and breaking the foundation under the influence of pressure caused by groundwater is analyzed. Analytical formulas are obtained for estimating the stresses in the foundation and predicting the possibility of its destruction.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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