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Regularities of shear resistance of pebble and gravel soils under true triaxial compression conditionsстатья Исследовательская статья
- Автор: Bulatnikov M.A.
- Сборник: Materials of the 6th All-Russian scientific and practical Conference of young specialists “ENGINEERING SURVEY IN CONSTRUCTION”
- Год издания: 2024
- Место издания: Geomarketing LLC
- Первая страница: 27
- Последняя страница: 33
- DOI: 10.25296/978-5-6050369-4-4-2024-4-1-178
- Аннотация: The paper presents the results of tests of pebble and gravel soils in a true triaxial compression device. During loading with different trajectories lying in the meridian and deviatory planes, points belonging to the yield surface were obtained. The use of different loading trajectories made it possible to describe the shape of the yield surface for coarse-grained soils and compare them with each other.
- Добавил в систему: Булатников Михаил Андреевич