Identification of Pavement Model Parameters in the Area of Discontinuous Surface Deformation Based on FWD Tests
Autor: | Marcin Grygierek, K. Sternik |
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Rok vydání: | 2020 |
Předmět: |
business.industry
0211 other engineering and technologies 020101 civil engineering Model parameters 02 engineering and technology Structural engineering 0201 civil engineering Falling weight deflectometer Deflection (engineering) 021105 building & construction Computational analysis Finite element code business Surface deformation Geology Civil and Structural Engineering |
Zdroj: | International Journal of Civil Engineering. 19:265-282 |
ISSN: | 2383-3874 1735-0522 |
Popis: | Determination of the parameters of the pavement model in the linear discontinuous surface deformation (LDSD) area is presented in the article. The values are based on back calculations which involve results obtained from the elastic half-space model and the elastic—perfectly plastic model implemented in the finite element code compared with the results of the pavement deflection measured with Falling Weight Deflectometer (FWD). Based on the results of the calculations which have been matched to the results of the in situ measurements, the obtained values of the parameters of the pavement model within LDSD zone and outside it, were analysed. The results of pavement tests indicate at least a threefold increase in pavement deflections in the discontinuous deformation zone compared to deflections in the sections not affected by LDSD. The results of in situ tests and computational analysis presented in the paper allow their use in pavement reinforcement design in the area of anticipated LDSD. |
Databáze: | OpenAIRE |
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