| OPTIMUM DESIGN OF FLEXIBLE PAVEMENT STRUCTURE BY FLEXIPLEX TOLERANCE METHOD |
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| 引用本文： | 黄卫. OPTIMUM DESIGN OF FLEXIBLE PAVEMENT STRUCTURE BY FLEXIPLEX TOLERANCE METHOD[J]. 东南大学学报, 1991, 0(1) |
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| 作者姓名： | 黄卫 |
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| 作者单位： | Department of |
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| 摘 要： | The optimum design for flexible pavement structure is studied by using themethod of mathematical programming.The mathematical model is founded on the basisof“Design Code of Highway Flexible Pavement”issued by the Ministry of Communica-tions of China.The objective function is the cost of pavement structure.The optimal solu-tions of the mathematical model were searched successfully by flexiplex tolerance method.The relevant program has been developed on DPS-8 and IBM-PC computers.And thecalculated results show good convergence and accuracy for engineering applications.
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OPTIMUM DESIGN OF FLEXIBLE PAVEMENT STRUCTURE BY FLEXIPLEX TOLERANCE METHOD |
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| Huang Wei. OPTIMUM DESIGN OF FLEXIBLE PAVEMENT STRUCTURE BY FLEXIPLEX TOLERANCE METHOD[J]. Journal of Southeast University(English Edition), 1991, 0(1) |
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| Authors: | Huang Wei |
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| Affiliation: | Department of Transportation Engineering |
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| Abstract: | |
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| Keywords: | flexible pavements optimum designs nonlinear programming |
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