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К Вопросу Установления Расчетных Характеристик Сопротивляемости Глинистых Грунтов Сдвигу При Оценке Степени Устойчивости Склонов

Author

Listed:
  • В.Н.Полканов
  • Н.Г. Фуниеру
  • А.Д. Рышковой

Abstract

Based on data results of landslide soil resistance to shear by means of several statistical methods and stability calculations, it was proven the necessity to set the calculated strength values in association with the stage of slope formation, lithologic and structural features of soils, their degree of integrity, their density-humidity state, taking into account the possible disturbance of structural cohesion over time.

Suggested Citation

  • В.Н.Полканов & Н.Г. Фуниеру & А.Д. Рышковой, 2018. "К Вопросу Установления Расчетных Характеристик Сопротивляемости Глинистых Грунтов Сдвигу При Оценке Степени Устойчивости Склонов," Intellectus, State Agency on Intellectual Property (AGEPI), issue 2, pages 102-105, June.
    • Handle: RePEc:awf:journl:y:2018:i:2:p:102-105
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