Waterproof sheet and waterproofing method including using same
US-11059998-B2 · Jul 13, 2021 · US
US10577771B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-10577771-B2 |
| Application number | US-201815974719-A |
| Country | US |
| Kind code | B2 |
| Filing date | May 9, 2018 |
| Priority date | May 10, 2017 |
| Publication date | Mar 3, 2020 |
| Grant date | Mar 3, 2020 |
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A soil reinforcing device for reinforcing a ground supporting a load structure, wherein said soil reinforcing device comprises a first assembly comprising: a plurality of cells extending vertically and forming a cell mesh; a plurality of draining devices extending vertically and located in said cells.
Opening claim text (preview).
The invention claimed is: 1. A soil reinforcing device for vertically reinforcing a ground supporting a load structure, wherein said soil reinforcing device comprises a first assembly including: a plurality of cells extending in the ground vertically and forming a cell mesh, each cell comprising vertical walls; a plurality of draining devices comprising columns, extending vertically and located within a volume of the cells, separated from the vertical walls. 2. The soil reinforcing device according to claim 1 , wherein each cell comprises one draining device. 3. The soil reinforcing device according to claim 1 , wherein each cell comprises six vertical walls, and the cell mesh forms a honeycomb-type structure. 4. The soil reinforcing device according to claim 1 , wherein said vertical walls are connected to each other by linking columns. 5. The soil reinforcing device according to claim 4 , wherein said linking columns are jet-grouted columns or concrete columns. 6. The soil reinforcing device according to claim 1 , wherein the vertical walls comprise a mixture of cut ground with a binder. 7. The soil reinforcing device according to claim 1 , wherein the draining devices extend in the middle of said cells. 8. The soil reinforcing device according to claim 1 , wherein said draining devices extend deeper than said cells. 9. The soil reinforcing device according to claim 1 , further comprising a second assembly that includes exterior columns, wherein said second assembly, considered in a horizontal plane, surrounds the first assembly. 10. The soil reinforcing device according to claim 9 , wherein said exterior columns comprise exterior stone columns. 11. A system comprising: a soil reinforcing device for vertically reinforcing a ground supporting a load structure, wherein said soil reinforcing device comprises a first assembly including: a plurality of cells extending in the ground vertically and forming a cell mesh, each cell comprising vertical walls; a plurality of draining devices comprising columns, extending vertically and located within a volume of the cells, separated from the vertical walls; and a load structure vertically supported by said first assembly. 12. The system according to claim 11 , wherein: the load structure has a load structure diameter; the first assembly has a first assembly diameter; and wherein the first assembly diameter is greater than the load structure diameter. 13. The system according to claim 12 , wherein the load structure is a LNG tank. 14. A method for making a soil reinforcing device for vertically reinforcing a ground supporting a load structure, wherein said soil reinforcing device comprises a first assembly including: a plurality of cells extending vertically and forming a cell mesh, each cell comprising vertical walls; a plurality of draining devices comprising columns, extending vertically and located within a volume of said cells, separated from the vertical walls thereof; wherein said method comprises forming the vertical walls of the cells using an in situ soil-mixing technique.
Flat foundations without substantial excavation (E02D27/04, E02D27/08 take precedence) · CPC title
cylindrical · CPC title
Injection of material · CPC title
Foundations for large tanks, e.g. oil tanks · CPC title
Consolidating by placing solidifying or pore-filling substances in the soil (making piles E02D5/46; soil-conditioning or soil-stabilising materials C09K17/00; consolidation of ground around boreholes or wells E21B43/025) · CPC title
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