Calculation of Lateral Soil Pressure at the Hydraulic Construction and its Sustainability on the Stone Bed

Abstract:

The engineering method of analysis of pressure of a ground on flat walls is offered at presence of combine strip superficial loading in view of seismic influences. It is recommended to determine a situation of an internal slip surface dividing an elastic zone from area of limiting balance, on the basis of the technical theory of the ultimate stress condition. Proceeding from a situation of an internal and external slip plane, size of strip loading on the fill, the pressure of a ground which is taking place in an ultimate condition, on an internal slip surface of is determined on developed by P. Yakovlev to the specified Coulomb's method [1], and on an internal side of a retaining structure on the basis of the Boussinesq decision. In comparison with the earlier developed way it is offered specified according to the Boussinesq theory a method of definition of pressure transmitted by bed on a ground of the basis and, as a consequence more reasonable definition of safety factor of stability of a structure. Thus, curvilinear normal pressure diagram in a ground under a sole of lay is replaced on isosides trapeziform.

• Periodical: Materials Science Forum (Volume 1006)
• Pages: 149-157
• DOI: https://doi.org/10.4028/www.scientific.net/MSF.1006.149
• Online since: August 2020
• Authors: Irina A. Karpiuk*, Vasyl M. Karpiuk, F.R. Karpiuk
• Keywords: Base, Inner Sliding Surface, Pressure, Retaining Wall, Soil, Stone Bed, Surface Band Load

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