Alternative Formula for Rigid Pavement Stress Calculation in Corner Load Conditions
The design of rigid pavements is historically based on the classical Theory of proposed by Westergaard in 1929, which considers the rigid pavement as a thin plate resting on an elastic ground with a Winkler reaction, imposing the congruence of vertical displacements at the points of contact between...
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| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Riga Technical University Press
2020-12-01
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| Series: | The Baltic Journal of Road and Bridge Engineering |
| Subjects: | |
| Online Access: | https://bjrbe-journals.rtu.lv/article/view/4346 |
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