|
ИСТИНА |
Войти в систему Регистрация |
ИПМех РАН |
||
The yield surface determination of pebble soil under true triaxial compression conditionsстатья Исследовательская статья
- Авторы: Bulatnikov M.A., Mirny A.Y.
- Сборник: Materials of the 5th All-Russian scientific and practical Conference of young specialists “ENGINEERING SURVEY IN CONSTRUCTION”
- Год издания: 2023
- Место издания: Geomarketing LLC
- Первая страница: 18
- Последняя страница: 24
- DOI: 10.25296/978-5-6047951-7-0-2023-4-1-130
- Аннотация: The study and description of the patterns of shear resistance and deformation of rockfill materials, as well as the development of a methodology for determining their parameters using specialized equipment are an urgent scientific and practical task. The article demonstrates a method for studying the mechanical properties of rockfill materials in a true triaxial compression device. During loading with different path lying in the deviatory plane, points belonging to the yield surface were obtained. By means of the developed technique, the meridian and deviatory cross-section of the yield surface in the space of the main stresses are determined.
- Добавил в систему: Булатников Михаил Андреевич