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EverStressFEcan be used as comparison ofmultilayertest result in laboratory, while the value of input parameters needed are the values of deep, modulus of elasticity and Poisson ratio for each layers. The results of EverStressFE analysis for multilayer soil-rigid are vertical deflection 0.5 mm, vertical microstrain (εz) + 0 s/d 200 on deepness 150 mm, and for multilayer soil-rigid-asphalt results vertical deflection (Uz) + 0.64 mm on the surface and+ 0.4 mm on the deepness of 50 mm, anddoi:10.9790/3021-04940616 fatcat:3genpsc5njdgvpcav2syvgipxq