In the article it is considered classical methods of determination of horizontal pressure at rest stage, it is noted
their failings, and it is presented principle of using new design model of sub-base as a layer of finite width.
Application of model of layer of finite width to research of distributing of pressure of soil on bulkhead walls at presence of local loadings on surface
published: 2019-08-13
Number: Issue 9(2008)
Section: Without a section
The page spacing of the article: 158-165
Keywords:
How to quote an article:
I. Luchkovskiy, O. Dan’ko, O. Samorodov Application of model of layer of finite width to research of distributing of pressure of soil on bulkhead walls at presence of local loadings on surface. Dorogi і mosti [Roads and bridges]. Kyiv, 2008. 9. P. 158-165 [in Russian]
Authors
Summary
References
1. Лучковский И.Я. Взаимодействие конструкций с основанием. Харьков: Изд. ХГПУ. 2000. – 264 с.
2. Герсеванов Н.М. Собрание сочинений. Т. 1. М. Стройвоенмориздат. 1948. – С. 205-213.
3. Тугаенко Ю.Ф. Развитие деформаций в основаниях фундаментов, способы их ограничения и методы оценки. Одесса. Астропринт, 2003. – 223 с.
4. Глушков Г.И. Статика и динамика сооружений, заглубленных в грунт. М.: Стройиздат. 1967. – С. 9-18. 5. Флорин В.А. Основы механики грунтов. Т. 1, Л.-М. Стройиздат. 1959. – С. 120-128.
Archives
- 2025
- 2024
- 2023
- 2022
- 2021
- 2020
- 2019
- 2018
- 2017
- 2016
- 2015
- 2014
- 2011
- 2010
- 2009
- 2008
- CONFERENCE ABSTRACTS
- 2025
- 2024
- 2023
- 2022