摘要
Based on the hypothesis of elastic two-layered foundation system under in-finite slab with known values of thicknesses of various layers and slab modulus,a programADMODE for evaluating foundation modulus is worked out by putting the inverse com-putation idea for moduli of various layers of foundation into an optimization problem.The validities of the theory and program have been checked and verified by taboratorytest.Besides,the foundation modulus have also been computed with this program by usingthe data obtained from Tai-Zhou experimental road.Through regression analyses,theempirical formulas for computing the increasing multiples of the moduli of subgrade andbase course are presented.
Based on the hypothesis of elastic two-layered foundation system under in- finite slab with known values of thicknesses of various layers and slab modulus,a program ADMODE for evaluating foundation modulus is worked out by putting the inverse com- putation idea for moduli of various layers of foundation into an optimization problem. The validities of the theory and program have been checked and verified by taboratory test.Besides,the foundation modulus have also been computed with this program by using the data obtained from Tai-Zhou experimental road.Through regression analyses,the empirical formulas for computing the increasing multiples of the moduli of subgrade and base course are presented.
