Calculation of retaining walls by method of inclined blocks
EDN: YWRAMV
Abstract
The paper proposes the idea of engineering numerical approach for analyzing retaining structures behavior of foundation pits. This method determine the values of the lateral ground pressure on the structure by means of the limit equilibrium theory, depending on the nature of its deformations and taking into account pressures distribution within the wedge failure. Main dependencies of the proposed method and its derivation, results of studies and calculations using the developed software are presented. Comparison of outcomes by the obtained solution with experimental data and results of mathematical modelling by the finite element method are also given in the paper.
About the Author
V. V. Bryksin
NIIOSP named after N. M. Gersevanov JSC Research Center of Construction
Russian Federation
Russian Federation
Vitaly BRYKSIN, researcher, Laboratory of methods for calculating underground structures and geotechnical forecasting, NIIOSP named after N. M. Gersevanov JSC Research Center of Construction, Moscow
e-mail: geo.pgs@mail.ru
tel.: +7 (926) 581-94-28
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Review
For citations:
Bryksin V.V. Calculation of retaining walls by method of inclined blocks. Bulletin of Science and Research Center of Construction. 2018;17(2):35-49. (In Russ.) EDN: YWRAMV
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