title: ÐÐ»Ð¸ÑÐ½Ð¸Ðµ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÐ¾Ð² Ð³Ð»ÑÐ±Ð¸Ð½Ñ Ð½Ð° Ð½ÐµÑÑÑÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¹
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: The effect of depth coefficients on the bearing capacity of the foundations
Creators: name: Ð¨Ð°Ð¿Ð¾Ð²Ð°Ð»Ð¾Ð²Ð°, Ð¡Ð½ÐµÐ¶Ð°Ð½Ð°
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2024
Subjects: ÑÐµÐ¾ÑÐ¸Ñ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÑÐ°Ð²Ð½Ð¾Ð²ÐµÑÐ¸Ñ
Ð½ÐµÑÑÑÐ°Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¹
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ÑÐ¾ÑÐ¼ÑÐ»Ð° Ð¢ÐµÑÑÐ°Ð³Ð¸
theory of ultimate equilibrium
bearing capacity of foundations
coefficients of foundation depth
coefficients of bearing capacity
method of limit analysis
finite element method
Terzagi equation

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description: This work is devoted to the study of the value of the bearing capacity of the foundations with the introduction of additional coefficients of the depth of foundation in the initial formula for determining the bearing capacity of the foundations. Tasks that were solved during the research: 1) finding and comparing load-bearing capacity coefficients with previously obtained load-bearing capacity coefficients by other authors; 2) selection of the adaptation grid in the Optum G2 software package; 3) finding the depth coefficients of the foundation; 4) comparison of the obtained coefficients with the previously obtained coefficients of the depth of laying 5) finding the coefficients of the depth of the foundation, taking into account the detachment of the soil at the base-foundation contact; 6) choosing the most optimal approach in determining the bearing capacity of the bases. The calculations were performed using a modified finite element method, which allows to thicken the grid of finite elements near the sliding lines, in the Optum G2 oftware package. The calculation results are presented by graphs of dependencies of various values, which allows us to visually assess the contribution of the depth coefficients of the foundations to the bearing capacity of the foundations. Based on the analysis of the obtained dependencies, recommendations are proposed in tabular form on the use of the found coefficients in calculating the bearing capacity of the bases. For the rational use of the hidden reserves of the bearing capacity of the bases (sandy-clay soils), it is advisable to use the values of the coefficients given in tabular form, having previously performed the first iterative calculation of the bearing capacity according to the initial data set in the problem being solved. To achieve these results, the following information technologies were used in the work, including software, cloud services, databases and others: digital library "eLIBRARY.RU ", Optum G2, Maple, Excel.