Theoretical basis for quantitative evaluation of the expansion of the leading hole of a crushed stone bored pile in a nonlinear setting
Introduction. It is known that various methods are used to compact soft soils at depth, including the creation of soil columns by volumetric expansion of a portion of material (crushed stone, sand, etc.) under the influence of vertical load at the bottom of the well. With an increase in vertical loa...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Moscow State University of Civil Engineering (MGSU)
2024-10-01
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| Series: | Vestnik MGSU |
| Subjects: | |
| Online Access: | https://www.vestnikmgsu.ru/jour/article/view/397 |
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