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dc.contributor.author | Mosicheva, Irina![]() |
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dc.contributor.author | Stetsenko, Nick![]() |
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dc.date.accessioned | 2023-06-12T13:27:45Z | |
dc.date.available | 2023-06-12T13:27:45Z | |
dc.date.issued | 2023 | |
dc.identifier.uri | http://ir.stu.cn.ua/123456789/28102 | |
dc.description | Mosicheva, I. Development in time of settlements in a watersaturated soil base having creep properties during its pre-construction compaction with drains / I. Mosicheva, N. Stetsenko // Комплексне забезпечення якості технологічних процесів та систем (КЗЯТПС – 2023) : матеріали тез доповідей XІІІ Міжнарод. наук.-практ. конф. (м. Чернігів, 25–26 травня 2023 р.) : у 2 т. Т. 2. – Чернігів : НУ «Чернігівська політехніка», 2023. – С. 119-120. | uk_UA |
dc.description.abstract | Modern methods of calculating the subsidence of the "vertical drains - loading on the day surface of the water-saturated base" systems during the pre-construction compaction of the bases made of weak water-saturated soils do not allow taking into account such properties of the soils that make up the base, such as the anisotropy of filtration and deformation properties; irreversibility of deformations during loading and unloading of the foundation, and correspond to the stress-deformed state of the soil during compression. At the same time, the foundations of structures, including port ones, can be in a state of compression, as well as in a state of plane deformation and spatial deformation. The course of the theoretical study of ground subsidence was carried out in two stages. | uk_UA |
dc.language.iso | en | uk_UA |
dc.publisher | Чернігів : НУ "Чернігівська політехніка" | uk_UA |
dc.title | Development in time of settlements in a watersaturated soil base having creep properties during its pre-construction compaction with drains | uk_UA |
dc.type | Working Paper | uk_UA |