Optimization of Quality Control of Gravel-Pebble Soil Placement During Dam Construction

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Recommendations are given for determining the maximum density of the investigated soil when calculating their compaction coefficient in the dam body.

dam, gravel-pebble soil, quality control, geotechnical investigations, seismoacoustic investigations, longitudinal wave velocity, soil structure, soil density, representative sample, particle size distribution, soil compaction coefficient

JSC GITEST Planning and Exploration Research Bureau

Autor responsável pela correspondência
Email: info@gitest.ru
Rússia, Moscow

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