Comparison of Nonlinear Analysis Algorithms for Two Typical Asphalt Pavement Analysis Programs
Two representative programs, MICH-PAVE and KENLAYER, are selected and compared to many key aspects of their analysis algorithms to achieve an in-depth understanding of the features of the Finite Element Method and elastic layered system theory in nonlinear material analysis of the structure of aspha...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
RTU Press
2020-09-01
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| Series: | The Baltic Journal of Road and Bridge Engineering |
| Subjects: | |
| Online Access: | https://bjrbe-journals.rtu.lv/article/view/4165 |