Calculation of the Pavement Reinforced Design Using Model of Multilayered Plate on the Elastic Base
2016 ◽
Vol 835
◽
pp. 484-488
Keyword(s):
In article the calculation model of the reinforced crushed-stone-sand basis of pavement with the variable module of elasticity changing on layer depth on exponential dependence is offered. The calculation model is based on representation of the reinforced layer of granular material as the multilayered plate consisting of any quantity of the continuous layers which are rigidly connect among themselves. The method of calculation of the reinforced bases of pavement leaning on experimental data is offered. A concrete example of calculation is reviewed.