title: ÐÐµÐ¾ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¾Ðµ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° ÑÐµÐ¼ÐµÐ½ÑÐ½Ð¾Ð³Ð¾ Ð·Ð°Ð²Ð¾Ð´Ð° Ð² ÐÐµÐ½Ð¸Ð½Ð³ÑÐ°Ð´ÑÐºÐ¾Ð¹ Ð¾Ð±Ð»Ð°ÑÑÐ¸
title: Ð¼Ð°Ð³Ð¸ÑÑÐµÑÑÐºÐ°Ñ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ñ
titleType: Subtitle
Creators: name: Ð¡Ð¾ÐºÐ¾Ð»Ð¾Ð², ÐÐ¾Ð³Ð´Ð°Ð½
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: 2016
Subjects: Ð¦ÐµÐ¼ÐµÐ½ÑÐ½ÑÐµ Ð·Ð°Ð²Ð¾Ð´Ñ
Ð¡ÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
ÐÑÑÐ½ÑÑ
ÐÐµÐ½Ð¸Ð½Ð³ÑÐ°Ð´ÑÐºÐ°Ñ Ð¾Ð±Ð»Ð°ÑÑÑ
Ð³ÐµÐ¾ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¾Ðµ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ

description: ÐÐ°Ð³Ð¸ÑÑÐµÑÑÐºÐ°Ñ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ñ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÑ Ð³ÐµÐ¾ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¾Ðµ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð°, ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑ Ð²ÑÑÐ¾ÐºÐ¾ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÑ ÑÐ°ÑÑÐµÑÐ¾Ð² ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ¾Ð² Ð¸ Ð³ÑÑÐ½ÑÐ¾Ð² Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ, ÑÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐ¹ Ð¸Ð½Ð´Ð¸Ð²Ð¸Ð´ÑÐ°Ð»ÑÐ½Ð¾ Ð² Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐ¸ Ð¾Ñ ÐºÐ¾Ð½ÐºÑÐµÑÐ½Ð¾Ð¹ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ Ð·Ð°Ð´Ð°ÑÐ¸. Ð Ð°ÑÑÐµÑÑ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½Ñ Ð² ÑÐµÑÑÐ¸ÑÐ¸ÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð¼ Ð»Ð¸ÑÐµÐ½Ð·Ð¸Ð¾Ð½Ð½Ð¾Ð¼ ÐÐSOFiSTiK Ð¿ÑÐ¸ Ð¿Ð¾Ð¼Ð¾ÑÐ¸ Ð¿ÑÐµÐ¿ÑÐ¾ÑÐµÑÑÐ¾ÑÐ° WinTube 3D Ð¸ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°Ð»Ð¸ÑÑ Ð½ÐµÑÐºÐ¾Ð»ÑÐºÐ¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð³ÑÑÐ½ÑÐ¾Ð², Ð¸ Ð²ÑÐ±ÑÐ°Ð½Ð° Ð¼Ð¾Ð´ÐµÐ»Ñ GRAN ÐºÐ¾ÑÐ¾ÑÐ°Ñ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÑ ÐºÑÐ¸Ð²ÑÑ ÐºÐ¾Ð¼Ð¿ÑÐµÑÑÐ¸Ð¸ Ð·Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð¸ ÑÐ°Ð·Ð³ÑÑÐ·ÐºÐ¸ Ð¸ ÑÑÐ¸ÑÑÐ²Ð°ÐµÑ ÑÐ¿ÑÐ¾ÑÐ½ÑÑÑÐ¸ÐµÑÑ ÑÐ²Ð¾Ð¹ÑÑÐ²Ð° Ð³ÑÑÐ½ÑÐ°. Ð¡Ð¾Ð·Ð´Ð°Ð½Ð½Ð°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ Ð³ÑÑÐ½ÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¼Ð°ÑÑÐ¸Ð²Ð° ÑÑÐ¸ÑÑÐ²Ð°ÐµÑ ÑÑÐ°Ð´Ð¸Ð¸ Ð¿Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð³ÑÑÐ½ÑÐ° Ð² Ð¿ÑÐ¸ÑÐ¾Ð´Ð½Ð¾Ð¼ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ð¸, Ð½Ð° ÑÑÐ°Ð¿Ðµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° ÑÑÑÐµÑÑÐ²ÑÑÑÐµÐ¹ Ð·Ð°ÑÑÑÐ¾Ð¹ÐºÐ¸ Ð¸ Ð¿Ð»Ð°Ð½Ð¸ÑÑÐµÐ¼Ð¾Ð¹ Ð² Ð±ÑÐ´ÑÑÐµÐ¼ Ð·Ð°ÑÑÑÐ¾Ð¹ÐºÐ¸. ÐÐ½Ð° Ð¼Ð¾Ð¶ÐµÑ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°ÑÑÑÑ ÐºÐ°Ðº ÑÐ°ÑÑÑ ÑÐ¸ÑÑÐµÐ¼Ñ Ð¼Ð¾Ð½Ð¸ÑÐ¾ÑÐ¸Ð½Ð³Ð° Ð·Ð° Ð¿Ð»Ð¾ÑÐ°Ð´ÐºÐ¾Ð¹. ÐÐ½Ð°Ð»Ð¸Ð·Ð¸ÑÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð½ÑÑ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð¼Ð¾Ð¶Ð½Ð¾ ÑÐ´ÐµÐ»Ð°ÑÑ Ð²ÑÐ²Ð¾Ð´, ÑÑÐ¾ Ð²Ð¾Ð·Ð½Ð¸ÐºÐ°ÑÑÐ¸Ðµ Ð² Ð¿ÑÐ¾ÑÐµÑÑÐµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¾ÑÐ°Ð´ÐºÐ¸ Ð½Ðµ Ð¿ÑÐµÐ²ÑÑÐ°ÑÑ Ð´Ð¾Ð¿ÑÑÑÐ¸Ð¼ÑÑ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ð¹. ÐÐ¾Ð»ÑÑÐµÐ½Ð½ÑÐµ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ Ð¸Ð¼ÐµÑÑ Ð²ÑÑÐ¾ÐºÑÑ ÑÑÐµÐ¿ÐµÐ½Ñ ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ñ Ð´ÑÑÐ³ Ð´ÑÑÐ³Ñ. ÐÑÐ¾Ð³Ð½Ð¾Ð·Ð¸ÑÑÐµÐ¼ÑÐµ Ð²ÐµÐ»Ð¸ÑÐ¸Ð½Ñ Ð¾ÑÐ°Ð´Ð¾Ðº Ð½Ðµ Ð¿ÑÐµÐ²ÑÑÐ°ÑÑ Ð´Ð¾Ð¿ÑÑÑÐ¸Ð¼ÑÑ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ð¹.
description: Master's thesis examines the geotechnical study for construction , highly qualified complex calculations foundations and soil Foundation, shaped individually, depending on specific tasks. The calculations were performed in a certified licensed the software package SOFiSTiK using the preprocessor WinTube 3D and considered several options for the soil model, and selected model GRAN which considers the curve of compression loading and unloading and takes into account the strongly hardening properties of the soil. The created model of the soil mass takes into account stages of soil behavior in natural condition, during the construction phase of the existing development and projected future development. It can be used as part of the monitoring system for the area. Analyzing the results of the carried out calculations it can be concluded that regarding the construction of the precipitation does not exceed the permissible values. The values obtained have a high degree of conformity to each other. The predicted values of sedment are not exceeded.