Method of Calculation of a Weakly Clay Base Strengthened By Sand from a Circuit with a Curvilinear Cushion
Andrey N. Kraev1, Aleksey N. Kraev2, Ekaterina A. Varlakova3, Mariya I. Sharnopolskaya4
1Andrey N. Kraev, Department of Civil Engineering Institute, Industrial University of Tyumen, Tyumen, Russia.
2Aleksey N. Kraev, Department of Civil Engineering Institute, Industrial University of Tyumen, Tyumen, Russia.
3Ekaterina A. Varlakova, Department of Civil Engineering Institute, Industrial University of Tyumen, Tyumen, Russia.
4Mariya I. Sharnopolskaya, Department of Civil Engineering Institute, Industrial University of Tyumen, Tyumen, Russia.
Manuscript received on 18 April 2019 | Revised Manuscript received on 25 April 2019 | Manuscript published on 30 April 2019 | PP: 1408-1410 | Volume-8 Issue-4, April 2019 | Retrieval Number: D6310048419/19©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The article presents a method for calculating a sandy cushion reinforced along a contour with a curved sole arranged in weak clay soils under strip foundations.
Keywords: Foundation, Weak Clay Soil, Sand Pad, Reinforcing Material.
Scope of the Article: Soil-Structure Interaction