The Method of Calculating the Settlement of Weak Ground Strengthened with the Reinforced Sandy Piles

Maltseva, T. V.; Nabokov, Aleksandr; Novikov, Yuri; Sokolov, Vladimir

doi:10.1051/matecconf/20167301015

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Cited by 5 publications

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“…In order to solve the problem we used an adapted version of the finite element method described in [7][8][9][10]. As finite elements we took triangular finite elements.…”

Section: Research Descriptionmentioning

confidence: 99%

Modelling of saturated soil slopes equilibrium with an account of the liquid phase bearing capacity

2017

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Abstract. The paper presents an original method of solving the problem of uniformly distributed load action on a two-phase elastic half-plane with the use of a kinematic model. The kinematic model (Maltsev L.E.) of twophase medium is based on two new hypotheses according to which the stress and strain state of the two-phase body is described by a system of linear elliptic equations. These equations differ from the Lame equations of elasticity theory with two terms in each equation. The terms describe the bearing capacity of the liquid phase or a decrease in stress in the solid phase. The finite element method has been chosen as a solution method.

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“…In order to solve the problem we used an adapted version of the finite element method described in [7][8][9][10]. As finite elements we took triangular finite elements.…”

Section: Research Descriptionmentioning

confidence: 99%