Equivalent dynamic modulus Sample Clauses

Equivalent dynamic modulus. The equivalent dynamic modulus must be calculated from the coefficient typifying the material of the earthwork/layer calculated from the results of the tests executed with different measuring instruments, if at the deflectometer the C=2 plate-multiplier or the µ=0,4 coefficient were fixed or the c=π/2 and the real Poisson-coefficient could not be adjusted. It is often at the gauges having burnt-in program. These results can be converted. The equivalent dynamic modulus can be converted only from the measurement results of gauges of the same plate diameter and the same dynamic loading for a layer of real Poisson-modulus or for the rigid plate-multiplier; therefore this fact must be indicated. Conversion: where: EdE, D, p =Ed*kμ*kc kμ - conversion multiplier for the Poisson coefficient, if it could not be adjusted during the measurement kc - conversion multiplier of plate model multiplier, if it could not be adjusted during the measurement If the c=2 and μ=0,4 coefficient is fixed, then: μ = 0,3 granular material 🡪 kμ = 0,923 and μ = 0,5 bound material 🡪 kμ= 1,120, kc =- 0,785 🡪 c = π/2 instead of c = 2. If the measurement was executed with fixed c=2 rigid plate multiplier and real μ Poisson-coefficient, then EdM,D,p=Ed, i.e. no conversion is necessary. The value of the equivalent dynamic modulus must be stated rounded to one decimal figure. In favour of the complete understanding, beside the result, the followings must be stated/indicated also: plate diameter (e.g. 163) and the applied dynamic loading: e.g.: EdE /163 /0,35 = 16,3 MPa
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