title: ÐÐ½Ð¾Ð³Ð¾ÐºÐ²Ð°ÑÑÐ¸ÑÐ½ÑÐ¹ Ð¶Ð¸Ð»Ð¾Ð¹ Ð´Ð¾Ð¼ Ñ Ð²ÑÑÑÐ¾ÐµÐ½Ð½Ð¾-Ð¿ÑÐ¸ÑÑÑÐ¾ÐµÐ½Ð½ÑÐ¼Ð¸ Ð¿Ð¾Ð¼ÐµÑÐµÐ½Ð¸ÑÐ¼Ð¸ Ð² Ð³. Ð¡Ð°ÑÐ°Ð½ÑÐº
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: Multi-apartment residential building with built-in facilities in Saransk
Creators: name: ÐÐ¾Ð¼Ð¸Ð½Ð¾Ð², Ð ÑÑÑÐ°Ð¼
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: 2025
Subjects: Ð¶Ð¸Ð»Ð¾Ð¹ Ð´Ð¾Ð¼
Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð°Ñ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ°
Ð½Ð°ÑÑÐ¿Ð½ÑÐµ Ð³Ð»Ð¸Ð½Ð¸ÑÑÑÐµ Ð³ÑÑÐ½ÑÑ
ÑÐ²Ð°Ð¹Ð½ÑÐ¹ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ Ñ Ð¿Ð»Ð¸ÑÐ½ÑÐ¼ ÑÐ¾ÑÑÐ²ÐµÑÐºÐ¾Ð¼
residential building
underground parking
bulk clay soils
pile foundation with slab grillage

description: Ð¦ÐµÐ»ÑÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð»ÑÐµÑÑÑ Ð²ÑÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿Ð¾Ð´ÑÐ¾Ð´Ð° Ðº Ð´Ð¾ÑÑÐ¾Ð²ÐµÑÐ½Ð¾Ð¼Ñ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ Ð·Ð°Ð±Ð¸Ð²Ð½ÑÑ ÑÐ²Ð°Ð¹ Ð¸ Ðº ÑÑÐµÑÑ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð½Ð°ÑÑÐ¿Ð½ÑÑ Ð³Ð»Ð¸Ð½Ð¸ÑÑÑÑ Ð³ÑÑÐ½ÑÐ¾Ð² Ð½Ð° Ð½ÐµÑÑÑÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ ÑÐ°ÐºÐ¸Ñ ÑÐ²Ð°Ð¹. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð±ÑÐ»Ð¸ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: - Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ Ð¿Ð¾Ð´ÑÐ¾Ð´Ð¾Ð² Ðº Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð°Ð¹Ð½ÑÑ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ¾Ð² Ð½Ð° Ð½Ð°ÑÑÐ¿Ð½ÑÑ Ð³Ð»Ð¸Ð½Ð¸ÑÑÑÑ Ð³ÑÑÐ½ÑÐ°Ñ; - ÑÑÐ¾ÑÐ¼ÑÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð° Ð³Ð¸Ð¿Ð¾ÑÐµÐ·Ð° Ð¾ Ð¿Ð¾Ð»Ð¾Ð¶Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð¼ Ð²Ð»Ð¸ÑÐ½Ð¸Ð¸ Ð½Ð°ÑÑÐ¿Ð½ÑÑ Ð³Ð»Ð¸Ð½Ð¸ÑÑÑÑ Ð³ÑÑÐ½ÑÐ¾Ð² Ñ ÐºÐ¾Ð½ÑÑÐ¾Ð»Ð¸ÑÑÐµÐ¼ÑÐ¼ ÑÐ¿Ð»Ð¾ÑÐ½ÐµÐ½Ð¸ÐµÐ¼ Ð½Ð° Ð½ÐµÑÑÑÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ ÑÐ²Ð°Ð¹; - Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ñ ÑÐ¼Ð¿Ð¸ÑÐ¸ÑÐµÑÐºÐ¸Ðµ Ð´Ð°Ð½Ð½ÑÐµ, Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐµ Ð² ÑÐ¾Ð´Ðµ Ð¸Ð½Ð¶ÐµÐ½ÐµÑÐ½ÑÑ Ð¸Ð·ÑÑÐºÐ°Ð½Ð¸Ð¹; - ÑÐ¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½ ÑÐ²Ð°Ð¹Ð½ÑÐ¹ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ Ñ Ð¿Ð»Ð¸ÑÐ½ÑÐ¼ ÑÐ¾ÑÑÐ²ÐµÑÐºÐ¾Ð¼ Ð½Ð° Ð¿ÑÐ¸Ð¼ÐµÑÐµ ÐÐ±ÑÐµÐºÑÐ° (ÐÐÐ) Ð¸Ð· Ð½Ð°ÑÑÐ¾ÑÑÐµÐ¹ Ð´Ð¸Ð¿Ð»Ð¾Ð¼Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð½Ð° ÑÐµÑÑÐ¸ÑÐ¾ÑÐ¸ÑÑ Ñ Ð½Ð°ÑÑÐ¿Ð½ÑÐ¼Ð¸ Ð³Ð»Ð¸Ð½Ð¸ÑÑÑÐ¼Ð¸ Ð³ÑÑÐ½ÑÐ°Ð¼Ð¸ Ð´Ð»Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ð¹ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸: Ð°) Ð²ÑÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ð¹ Ð¿Ð¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð·Ð¾Ð½Ð´Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ (ÐÐ¾Ð´ÐµÐ»Ñ 1) Ð¸ Ð±) Ð¿Ð¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ñ ÑÐ²Ð°Ð¹ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¾Ð¹ (ÐÐ¾Ð´ÐµÐ»Ñ 2); - Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ Ð¸ ÑÑÐ¾ÐºÐ¾Ð² ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð·Ð´Ð°Ð½Ð¸Ñ, Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¿Ð¾ ÐÐ¾Ð´ÐµÐ»Ð¸ 1 Ð¸ Ð¿Ð¾ ÐÐ¾Ð´ÐµÐ»Ð¸ 2. Ð¢Ð°ÐºÐ¶Ðµ Ð´Ð°Ð½Ñ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¸ Ð¿Ð¾ Ð¿Ð¾ÑÑÐ´ÐºÑ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ ÑÐ²Ð°Ð¹ Ð¿ÑÐ¸ ÑÐ°Ð±Ð¾ÑÐµ Ð½Ð° Ð½Ð°ÑÑÐ¿Ð½ÑÑ Ð³Ð»Ð¸Ð½Ð¸ÑÑÑÑ Ð³ÑÑÐ½ÑÐ°Ñ.
description: The aim of the study is to develop an approach to reliably determine the bearing capacity of driven piles and to take into account the influence of bulk clay soils on the bearing capacity of such piles.. To achieve this goal, the following tasks were set: - the analysis of existing approaches to the design of pile foundations on bulk clay soils has been carried out; - a hypothesis has been formulated about the positive effect of bulk clay soils with controlled compaction on the bearing capacity of piles; - empirical data obtained during engineering surveys are analyzed; - a pile foundation with a slab grillage is modeled using the example of an Object from this thesis in territories with bulk clay soils for various values of bearing capacity (a) calculated from the results of static sounding (Model 1) and (b) from the results of testing piles with static load (Model 2); - a comparative analysis of the cost and construction time of a building designed according to Model 1 and Model 2 has been performed. Recommendations are also given on the procedure for determining the bearing capacity of piles when working on bulk clay soils.