The New Empirical Equation Describing Damping Phenomenon in Dynamically Loaded Subgrade Cohesive Soils
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DOI: 10.3390/app9214518
Abstract: The damping ratio (D) is one of the key soil parameters in geotechnical issues where the soil is subjected to dynamic loads, like machines foundation, city tram and subway traffic, and driving of sheet pile… read more here.
Keywords: damping phenomenon; ratio; new empirical; damping ratio ... See more keywords