Abstract
The article provides the typification of the soil masses of the the Kharasavey field according to the composition, structure and condition of permafrost soils. The characteristics of composition, structure and condition that have the greatest impact on the stress-strain state of permafrost soil mass were used. Based on the typification, the favorable soil masses for the construction and operation of underground storage cavities for disposal of waste drilling were identified. This approach can be extended to other areas of the permafrost zone.
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