title: ÐÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ Ð³ÐµÐ¾ÑÐµÑÐµÑÐºÐ¾Ð¹ ÑÐµÐ±ÐµÐ½Ð¾ÑÐ½Ð¾Ðµ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð´Ð¾ÑÐ¾Ð¶Ð½Ð¾Ð¹ Ð¾Ð´ÐµÐ¶Ð´Ñ
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: Reinforced roadbed reinforced with geogrid
Creators: name: Ð¨Ð¸ÑÐ¾Ð±Ð¾ÐºÐ¾Ð², ÐÐ°Ð½Ð¸Ð»
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: 2020
Subjects: Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð´Ð¾ÑÐ¾Ð¶Ð½ÑÑ Ð¾Ð´ÐµÐ¶Ð´
Ð³ÐµÐ¾ÑÐµÑÐµÑÐºÐ°
ÑÐ°ÑÑÐµÑ
Ð´Ð¾ÑÐ¾Ð¶Ð½Ð°Ñ Ð¾Ð´ÐµÐ¶Ð´Ð°
Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ
Ð³ÑÑÐ½ÑÐ¾Ð²Ð°Ñ Ð½Ð°ÑÑÐ¿Ñ
ÑÐµÐ±ÐµÐ½Ð¾ÑÐ½Ð¾Ðµ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ
reinforcing road clothes
geological grille
calculation
road clothing
primeral fill
stone basis

description: Ð Ð°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð³ÐµÐ¾ÑÐµÑÐµÑÐºÐ¸ Ð² Ð´Ð¾ÑÐ¾Ð¶Ð½ÑÑ Ð¾Ð´ÐµÐ¶Ð´Ð°Ñ Ð½Ð° ÑÐµÐ±ÐµÐ½Ð¾ÑÐ½Ð¾Ð¼ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸, ÐµÐµ ÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½Ð¾ÑÑÑ, ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ¸, ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð´Ð»Ñ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾Ð³Ð¾ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð³ÑÑÐ½ÑÐ¾Ð²Ð¾Ð¹ Ð½Ð°ÑÑÐ¿Ð¸, Ð¿Ð¾Ð´Ð³Ð¾ÑÐ¾Ð²ÐºÐ° Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð´Ð»Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¾ÑÐµÑÑÐ¾Ð² Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ¾Ð² Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð½Ð° ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ.
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2. ÐoÐ´ÑÐ²ÐµÑÐ¶Ð´ÐµÐ½Ð¸Ðµ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑoÐ² ÑÐ°ÑÑÐµÑÐ½oÐ¹ Ð¼oÐ´ÐµÐ»Ð¸ Ð°ÑÐ¼Ð¸ÑoÐ²Ð°Ð½Ð½oÐ³o oÑÐ½oÐ²Ð°Ð½Ð¸Ñ Ð´oÑoÐ¶Ð½oÐ¹ oÐ´ÐµÐ¶Ð´Ñ.
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description: The work is devoted to the use of geogrid in road clothes on a crushed stone base, its feasibility, economic characteristics, the development of technical solutions for the safe reinforcement of an embankment, the preparation of a model for studying the processes of the influence of reinforcement parameters on stability.
The research set the following goals:
1. Development of models for deforming road clothing that interacts with a solid elastic base.
2. Confirmation of the parameters of the design model of reinforced base clothing.
3. Confirmation of the method for calculating the reinforced base and assessment of the adequacy of the proposed models for deforming the reinforced and non-reinforced layers by comparing the results of theoretical and experimental studies.
4. Development of a method for calculating reinforced crushed stone grounding of road clothes.
The developed engineering method finds new technical ways and solutions for soil-reinforced elements, as well as recommendations that are used in the practice of designing and building of objects for the economic management.