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STUDY ON THE FOUNDATION MODULUS OF ELASTIC TWO-LAYERED SYSTEM UNDER RIGID PAVEMENT SLAB
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作者 赵■ 陈荣生 《Journal of Southeast University(English Edition)》 EI CAS 1989年第2期81-87,共7页
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... 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. 展开更多
关键词 RIGID PAVEMENTS optimization theory/fundation MODULUS
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