BE1029837B1 - Method for stabilizing a soil layer - Google Patents
Method for stabilizing a soil layerInfo
- Publication number
- BE1029837B1 BE1029837B1 BE20215799A BE202105799A BE1029837B1 BE 1029837 B1 BE1029837 B1 BE 1029837B1 BE 20215799 A BE20215799 A BE 20215799A BE 202105799 A BE202105799 A BE 202105799A BE 1029837 B1 BE1029837 B1 BE 1029837B1
- Authority
- BE
- Belgium
- Prior art keywords
- soil layer
- sand
- layer
- stabilizing
- unstable soil
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
- E02D3/054—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil involving penetration of the soil, e.g. vibroflotation
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
- E02D3/106—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains by forming sand drains containing only loose aggregates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/08—Drop drivers with free-falling hammer
Abstract
Werkwijze voor het genereren van een stabiele ondergrond, waarbij een zandlaag (3) wordt aangebracht op een onstabiele bodemlaag (22) en minstens een heipaal (4) doorheen de zandlaag (3) wordt gedreven tot in de onstabiele bodemlaag (22), waarbij het volume dat door genoemde heipaal (4) in de onstabiele bodemlaag (22) wordt vrijgemaakt, wordt gevuld met zand (6) zodat een zandzuil (7) wordt gevormd in de onstabiele bodemlaag (22) die de zandlaag (3) een continu geheel vormt.Method for generating a stable subsoil, in which a sand layer (3) is applied to an unstable soil layer (22) and at least one pile (4) is driven through the sand layer (3) into the unstable soil layer (22), whereby the volume released by said pile (4) in the unstable soil layer (22) is filled with sand (6) so that a sand column (7) is formed in the unstable soil layer (22) which forms the sand layer (3) into a continuous whole .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BE20215799A BE1029837B1 (en) | 2021-10-12 | 2021-10-12 | Method for stabilizing a soil layer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BE20215799A BE1029837B1 (en) | 2021-10-12 | 2021-10-12 | Method for stabilizing a soil layer |
Publications (2)
Publication Number | Publication Date |
---|---|
BE1029837A1 BE1029837A1 (en) | 2023-05-05 |
BE1029837B1 true BE1029837B1 (en) | 2023-05-08 |
Family
ID=78269533
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
BE20215799A BE1029837B1 (en) | 2021-10-12 | 2021-10-12 | Method for stabilizing a soil layer |
Country Status (1)
Country | Link |
---|---|
BE (1) | BE1029837B1 (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2260473A1 (en) * | 1972-12-11 | 1974-06-20 | Keller Gmbh Johann | METHOD AND DEVICE FOR THE PRODUCTION OF DRAENS, PLUG COMPACTIONS OD. DGL |
DE3700866C1 (en) * | 1987-01-14 | 1988-06-16 | Holzmann Philipp Ag | Method of constructing a quay wall |
DE10145288A1 (en) * | 2001-09-14 | 2003-04-30 | Keller Grundbau Gmbh | Ground plug column, to give strength to support the foundations of buildings, is formed by a mixture of soil and additives rammed into the ground to form a column of consistent diameter |
DE102016113140A1 (en) * | 2016-07-15 | 2018-01-18 | Alexander Degen | Jogger arrangement for producing stuffing columns |
-
2021
- 2021-10-12 BE BE20215799A patent/BE1029837B1/en active IP Right Grant
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2260473A1 (en) * | 1972-12-11 | 1974-06-20 | Keller Gmbh Johann | METHOD AND DEVICE FOR THE PRODUCTION OF DRAENS, PLUG COMPACTIONS OD. DGL |
DE3700866C1 (en) * | 1987-01-14 | 1988-06-16 | Holzmann Philipp Ag | Method of constructing a quay wall |
DE10145288A1 (en) * | 2001-09-14 | 2003-04-30 | Keller Grundbau Gmbh | Ground plug column, to give strength to support the foundations of buildings, is formed by a mixture of soil and additives rammed into the ground to form a column of consistent diameter |
DE102016113140A1 (en) * | 2016-07-15 | 2018-01-18 | Alexander Degen | Jogger arrangement for producing stuffing columns |
Also Published As
Publication number | Publication date |
---|---|
BE1029837A1 (en) | 2023-05-05 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
FG | Patent granted |
Effective date: 20230508 |