MODELING THE RESPONSE OF NURAFSHAN SOILS TO SEISMIC IMPACT
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Abstract
The article presents the results of field studies conducted in the territory of Nurafshan, as part of the engineering and seismological substantiation of the general plan for the development of the city. Geophysical and engineering-geological surveys were aimed at assessing the influence of soil conditions on the parameters of seismic intensity. Based on the data obtained, peak accelerations on the free surface were calculated using the STRATA program. Generalization of field and laboratory engineering-geological data made it possible to compile sections and a map of engineering-geological zoning of the city of Nurafshan, which helps to clarify the seismic characteristics of the territory and increase the reliability of design solutions in the field of urban development.
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