THEORETICAL SOLUTION OF PILING COMPACTION AND THE INFLUENCE OF PILE-SOIL-BOUNDARY CURVE HYPOTHESIS
Research is ongoing to find theoretical solution to three-dimensional piling compaction. Considering the spacial-axis-symmetric characteristics, the boundary surface of pile-soil interaction is expressed by polynomials of different orders. First, the curve family parameter is introduced to construct...
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| Format: | Article |
| Language: | ces |
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Czech Technical University, Prague
2021-04-01
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| Series: | Civil Engineering Journal |
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| Online Access: | https://ojs.cvut.cz/ojs/index.php/cej/article/view/7171 |