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In this article, the types and materials of steel water barriers used in the construction of a temporary construction site for the construction and installation of intermediate support foundations of a reinforced concrete railway bridge over a collector at PK
130+19 of the "Shavot-Gurlen" peregona and determination of the calculated length of the barrier and the pressure of the forces acting on the barrier walls as a result of soil and water pressure. It is calculated according to the first group of boundary
conditions of the water barrier: The calculation method of these limit states is based on the classical theory of limit equilibrium.

  • Ссылка в интернете
  • DOI
  • Дата создание в систему UzSCI 02-05-2024
  • Количество прочтений 74
  • Дата публикации 31-03-2023
  • Язык статьиIngliz
  • Страницы54-59
English

In this article, the types and materials of steel water barriers used in the construction of a temporary construction site for the construction and installation of intermediate support foundations of a reinforced concrete railway bridge over a collector at PK
130+19 of the "Shavot-Gurlen" peregona and determination of the calculated length of the barrier and the pressure of the forces acting on the barrier walls as a result of soil and water pressure. It is calculated according to the first group of boundary
conditions of the water barrier: The calculation method of these limit states is based on the classical theory of limit equilibrium.

Русский

В данной статье рассмотрены виды и материалы стальных гидробарьеров, применяемых при строительстве временной строительной площадки для строительства и устройства фундаментов промежуточных опор железобетонного железнодорожного моста через коллектор на ПК 130+19 «Шавот-Гурлен» перегона и определение расчетной длины заграждения и давления сил, действующих на стены заграждения в результате давления грунта и воды. Рассчитывается по первой группе граничных условий водной преграды: Метод расчета этих предельных состояний основан на классической теории предельного равновесия.

№ Имя автора Должность Наименование организации
1 Zokirov F.Z. Assistent Tashkent State Transport University
2 Malikov G.B. Assistent Tashkent State Transport University
№ Название ссылки
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