Studying the consolidation settlement for multi-layered foundation concerning the change in compressibility within the settlement zones
This paper deals with the approach of predicting the consolidation settlement for a multi-layered foundation concerning the change in the compressibility of the settlement layers. This non-linear problem is preliminarily solved by using the Massachusetts Institute of Technology’s (MIT’s) suggestion...
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| Format: | Article |
| Language: | English |
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HO CHI MINH CITY OPEN UNIVERSITY JOURNAL OF SCIENCE
2022-02-01
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| Series: | Ho Chi Minh City Open University Journal of Science - Engineering and Technology |
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| Online Access: | https://journalofscience.ou.edu.vn/index.php/tech-en/article/view/1450 |