Minaev O.P.
Cand. Sci. (Engineering), associate professor of
the Department of construction and operation management of military
infrastructure facilities of Military institute (engineering and technical) of Military
academy of logistics named army general A.V. Khrulev & of the Department of hydrotechnical facilities, structures and hydraulics of the Institute of
water transport of Admiral Makarov State university of maritime. Saint
Petersburg, Russian Federation
Publications
On the dependence of soil friction on the intensity of pressure in the calculations of a retaining wall for a seismic load
Issue: #1-2023
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The paper presents the results of the calculation of gravity retaining walls of various types (reinforced concrete corner with a front console and massive reinforced concrete) without taking into account and taking into account soil friction when calculating operational static and seismic loads. Calculations were carried out for given dimensions of retaining walls and characteristics of backfill soils from sandy soils on weak clay base soils. Based on this, a dependence was obtained to determine the angle of friction of the soil on the rear surface of the wall under seismic loading of various intensities. The paper emphasizes that the obtained calculation results are in good agreement with research data on the behavior of sandy soils under dynamic wave loads.
The Most Important Aspects of Calculation and Designing the Basis of the Gravitational Supporting Wall for Seismic Load
Issue: №6 2019
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Liquefaction of soils bases explo sive compaction method as a way to improve seismic safety of buildings at a significantly reduced dynamic effects during its implementation
Issue:
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