Abstract
The report gives an account of the procedure and some results of investigations of dynamic stability of preliminarily wetted collapsible loess soils. The investigations were carried out on two sites having equal geometric parameters of the slopes and similar soil conditions with respect to seismo-explosive effects of different intensity. The analysis of data obtained permits to recommend new values for a seismicity factor when calculating slope stability.
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Schedule a callMore From: Bulletin of Engineering Geology and the Environment
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