Experimental investigation of dynamic shear modulus and damping ratio of Qinghai-Tibet frozen silt under multi-stage cyclic loading
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DOI: 10.1016/j.coldregions.2019.102938
Abstract: Abstract The transportation infrastructure built in cold regions is mostly above frozen soil, whose stability is of concern, and which has been studied as a subgrade for highways and railways. Based on cryogenic cyclic dynamic… read more here.
Keywords: shear modulus; damping ratio; frozen silt; dynamic shear ... See more keywords