CHANGE OF DEFORMATIONS OF TECHNICAL SOILS FOR RESULTS SOAKING
Journal Title: Вчені записки Таврійського національного університету імені В. І. Вернадського. Серія: Технічні науки - Year 2018, Vol 29, Issue 1
Abstract
For the development of geotechnical construction in difficult conditions of urban dense development, important issues are both the strength of ground bases and their deformation properties, which directly affect the bearing capacity of the basis. Given that over a long period of the city’s development, the surface of the soil massif from the natural state is transformed into a soil with a disturbed structure. Knowledge of the strength and deformation properties of such soils can prevent a negative impact on future building. Therefore, to deter- mine the deformability of the soil, the situation of soaking the soil was modeled. The conducted studies of the deformative properties of the samples indicate that the samples with the maximum moistening in oil and two types of soaking in the hot water, that is, the partial and maximum soaks has precipitations less then limits of the limit values.
Authors and Affiliations
А. О. Добровольська
Keywords
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