| Issue |
MATEC Web Conf.
Volume 196, 2018
XXVII R-S-P Seminar, Theoretical Foundation of Civil Engineering (27RSP) (TFoCE 2018)
|
|
|---|---|---|
| Article Number | 01022 | |
| Number of page(s) | 6 | |
| Section | Structural Mechanics | |
| DOI | https://doi.org/10.1051/matecconf/201819601022 | |
| Published online | 03 September 2018 | |
Calculation of the stressed state of a soil massif in the filtration of a liquid from a point source
1
Moscow State University of Civil Engineering,
Yaroslavskoe shosse, 26,
Moscow,
129337,
Russia
2
JSC "Rocket and Space Corporation "Energia" after S.P. Korolev,
Russia
*
Corresponding author : author@email.org
The rupture of water and sewer pipes leads to numerous accidents (subsidence, swelling, etc.). This is especially characteristic for clay, loess, peat and other soils. We consider the stress state of clay array at different models on fluid propagation from a fracture site. Accordingly, the problems are solved in cylindrical and spherical coordinates. The problem is solved by the methods of stationary and non-stationary moisture elasticity. The feature of the calculation is the accounting of the inhomogeneity of the clay during moistening.
© The Authors, published by EDP Sciences, 2018
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