In the article is considered stability of the landslide dangerous slope existing on the left side of river Jokhtaniskhevi. It has been calculated critical values of slope thick z as, dry”, also soil ground lay saturated with water, which overdose causes kick start of slope. As the result of research has been determinate, that water saturation of slope decrease of critical angle approximately 100÷350 (Occurring slope failures). To accomplish this, research slope is slope existing in the marginal condition and in case of intensive rains is high possibility kick stsart of slope and suitable receive disaster results.
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