The simple method of dynamic visco-elastic analysis of road structure. on rheological foundation
In contrast to computationally advanced methods of road pavement dynamic analysis, the one-dimensional, simple method is derived on the basis of visco-elastic simple beam lying on generalized Winkler visco-elastic foundation. By virtue of least square method the visco-elastic constants could be esti...
| المؤلفون الرئيسيون: | , |
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| التنسيق: | مقال |
| اللغة: | English |
| منشور في: |
Lublin University of Technology
2009-06-01
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| سلاسل: | Budownictwo i Architektura |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://ph.pollub.pl/index.php/bia/article/view/2335 |
| الملخص: | In contrast to computationally advanced methods of road pavement dynamic analysis, the one-dimensional, simple method is derived on the basis of visco-elastic simple beam lying on generalized Winkler visco-elastic foundation. By virtue of least square method the visco-elastic constants could be estimated with technically admissible accuracy. The introduced method is useful enough to predict any pavement deformation process in the range of linear visco-elasticity. |
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| تدمد: | 1899-0665 2544-3275 |