STUDY OF THE STRENGTH PROPERTIES OF SOILS COMPOSING THE GEOLOGICAL STRUCTURE OF THE KOK TOBE MOUNTAIN
Muta A.N. Baimakhan R.B. Salgarayeva G.I. Kurmanbekkyzy N. Tileikhan A.
2024National Academy of Sciences of the Republic of Kazakhstan
News of the National Academy of Sciences of the Republic of Kazakhstan, Series of Geology and Technical Sciences
2024#2024Issue 4185 - 196 pp.
The study of the strength properties of soils composing the geological structure of Kok Tobe Mountain is important for assessing its stability and safety. It is important for the construction of the safety of this area to ensure the safety of structures and to prevent possible hazards associated with precipitation, collapses or ground shifts. By conducting various studies, the density, humidity and compressibility of soils are determined. In addition, the geomechanical condition of the TV tower and its foundation, the soil foundations near and under the foundation are being studied, there are traces of landslides formed on the eastern slope 30-40 years ago. It can be activated and destroyed by participating in the movement under the foundation. Then the foundation collapses along with the TV tower. A landslide mass of enormous size, the expansion of a crack on the western slope of Kok Tobe creates a landslide threat that can overwhelm the village located on the western slope and at the foot of Kok Tobe. A thorugh study of the geological structure of the Kok Tobe Mountain is need d in order to solve these issues. Also, to study in depth and in detail the engineering and technical design of the TV tower, their materials and the size of the foundation, the structure of the foundation soil and the tower part. The article provides an overview of the results of theoretical and experimental work devoted to the determination of the physico –mechanical and strength properties of soils composing the geological structure of the Kok Tobe Mountain. The results of a comprehensive analysis are formulated in the form of new conclusions, an improved algorithm for calculating the elasticity coefficients for soils of the Kok Tobe mountain of an obliquely layered structure with the compilation of a computer program is proposed.
anisatropic structure , Kok tobe , mountain slope , soil , strength
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U. Joldasbekov Institute of Mechanics and Engineering, Almaty, Kazakhstan
Kazakh National Women’s Pedagogical University, Almaty, Kazakhstan
Kazakh-Russian Medical University, Almaty, Kazakhstan
U. Joldasbekov Institute of Mechanics and Engineering
Kazakh National Women’s Pedagogical University
Kazakh-Russian Medical University
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