Kaliukh T. An estimation of the stress state of landslide soils in the conditions of the seismic loading.

Dissertation work is devoted experimentally-analytical research of stress state of landslide arrays and the modern applied methodologies of numeral design of stress state of landslide arrays taking into account the risk of their change in time. The applied methods of calculation of firmness of slopes are first worked out taking into account the theory of risk an algorithm is improved and executed programmatic realization on the basis of the visual programming of the computer program of calculation of stress state of dangerous landslide soil with the estimation of risk of their change in time, the reverse task of mechanics of soils is numeral untied in relation to clarification of physic-mechanic characteristics of soil. The dynamic parameters of stress deformed state of soil are experimentally investigational in town Kriviy Rig during industrial explosions (technical seismic influences) and Central Livadia landslide system (natural seismic influences) by means CAS of monitoring.