Development in time of settlements in a watersaturated soil base having creep properties during its pre-construction compaction with drains

Stetsenko, Nick; Mosicheva, Irina

dc.contributor.author	Mosicheva, Irina
dc.contributor.author	Stetsenko, Nick
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