BE904836A - Procede de densification statique horizontale des terrains de fondations. - Google Patents
Procede de densification statique horizontale des terrains de fondations.Info
- Publication number
- BE904836A BE904836A BE0/216714A BE216714A BE904836A BE 904836 A BE904836 A BE 904836A BE 0/216714 A BE0/216714 A BE 0/216714A BE 216714 A BE216714 A BE 216714A BE 904836 A BE904836 A BE 904836A
- Authority
- BE
- Belgium
- Prior art keywords
- carried out
- mortar
- soil
- less
- case
- 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
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
On procède à une première série d'injections d'un mortier très visqueux et d'angle de frottement interne très élevé, réalisées à partir de forages (1) réalisés selon un premier maillage, l'injection du mortier s'effectuant dans une couche de sol à une profondeur comprise entre 2 et 30 mètres environ, puis on procède à une seconde série d'injections du meme type de mortier dans des forages (2) réalisés selon un second maillage disposé au centre des mailles du premier maillage. Le volume total de mortier injecté dans le sol est inférieur à 7 % du volume total du sol dans le cas de sols constitués par des sables, inférieur à environ 5 % dans le cas de sols constitués par des limons et inférieur à environ 3% dans le cas de sols contenant environ 10 % d'argile colloidale.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR8508146A FR2582694B1 (fr) | 1985-05-30 | 1985-05-30 | Procede de densification statique horizontale des terrains de fondations |
Publications (1)
Publication Number | Publication Date |
---|---|
BE904836A true BE904836A (fr) | 1986-11-28 |
Family
ID=9319696
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
BE0/216714A BE904836A (fr) | 1985-05-30 | 1986-05-28 | Procede de densification statique horizontale des terrains de fondations. |
Country Status (4)
Country | Link |
---|---|
BE (1) | BE904836A (fr) |
DE (1) | DE3618168A1 (fr) |
FR (1) | FR2582694B1 (fr) |
NL (1) | NL8601389A (fr) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3715287A1 (de) * | 1987-05-08 | 1988-12-22 | Gkn Keller Gmbh | Verfahren zum verfestigen von bodenabschnitten |
DE19752180C1 (de) * | 1997-11-25 | 1999-07-29 | Keller Grundbau Gmbh | Verfahren zum Herstellen einer Dichtsohle nach dem Düsenstrahlverfahren |
DE19960023A1 (de) * | 1999-12-13 | 2001-06-28 | Keller Grundbau Gmbh | Aktive Gründung |
DE10148730B4 (de) * | 2001-10-02 | 2007-06-14 | Tracto-Technik Gmbh | Verfahren zum Herstellen eines gerichteten Einpresskörpers durch Injektionen im Baugrund und Kombirohr zur Durchführung des Verfahrens |
EP3882327B1 (fr) * | 2020-03-17 | 2022-11-09 | BAUER Spezialtiefbau GmbH | Procédé de fabrication d'une semelle d'étanchéité au sol et semelle d'étanchéité |
CN114908732B (zh) * | 2022-05-18 | 2023-08-22 | 郑州大学 | 一种地下空洞多注浆孔充填修复方法 |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE204162C (fr) * | ||||
GB471502A (en) * | 1935-06-22 | 1937-09-02 | Travaux Souterrains | Process for the waterproofing of ground |
US2627169A (en) * | 1946-07-15 | 1953-02-03 | Koehring Co | Method of producing stabilization in soil masses |
US2560619A (en) * | 1948-05-22 | 1951-07-17 | Louis S Wertz | Grouting process and apparatus |
FR2076747A5 (en) * | 1970-01-27 | 1971-10-15 | Morihain Marcel | Subsoil treatment - by spreading a fluid chemical which forms an impermeable layer on setting |
NL151761B (nl) * | 1970-11-12 | 1976-12-15 | Yoshio Ichise | Werkwijze voor het onder druk inspuiten van een bodemverharder. |
DE3118280A1 (de) * | 1981-05-08 | 1982-12-02 | Leonhard Weiss KG Bauunternehmung, 7320 Göppingen | Verfahren und ventilrohr zur stabilisierung von rutschhaengen |
-
1985
- 1985-05-30 FR FR8508146A patent/FR2582694B1/fr not_active Expired
-
1986
- 1986-05-28 BE BE0/216714A patent/BE904836A/fr not_active IP Right Cessation
- 1986-05-29 NL NL8601389A patent/NL8601389A/nl not_active Application Discontinuation
- 1986-05-30 DE DE19863618168 patent/DE3618168A1/de not_active Withdrawn
Also Published As
Publication number | Publication date |
---|---|
DE3618168A1 (de) | 1986-12-04 |
FR2582694A1 (fr) | 1986-12-05 |
FR2582694B1 (fr) | 1988-01-15 |
NL8601389A (nl) | 1986-12-16 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
RE | Patent lapsed |
Owner name: SOLETANCHE S.A. Effective date: 19940531 |