This paper considers problems of ensuring long-term stability of argillaceous soil slopes (rock slopes with clay bands) with rheological properties. The stability assessments results of argillaceous slopes depends very much on reliable prediction of expected speed and absolute values of landslip sliding [Freiberg, 1999].The study of slope long-term stability process is also of special importance at ensuring safety and environmental protection in the presence of critical buildings on landslideable areas. As the example we can take examined in this report conditions of ensuring slope safe operation at the warehouse area of Odessa Port Plant (Ukraine) with large-capacity storages of liquid ammonia and super phosphoric acid, loading terminals, chemical production buildings etc., and adjoining the lower section of the slope deepwater berths.
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机译：本文考虑了能够具有流变性质的野生土壤斜坡（岩石带）长期稳定性的问题。 骨质斜坡的稳定性评估结果非常依赖于对Landslip滑动的预期速度和绝对值的可靠预测[Freiberg，1999]。坡度长期稳定过程的研究在确保安全和环境保护方面也具有特殊重要性 景层地区对关键建筑的存在。 作为一个例子，我们可以在报告中审查，以确保Odessa Port Plant（乌克兰）仓库地区的坡度安全运行，具有液氨和超级磷酸，装载终端，化学生产建筑等的大容量储存。 毗邻坡度深水泊位的下部。
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