DE3770215D1 - METHOD FOR STABILIZING FLOOR MATERIAL. - Google Patents
METHOD FOR STABILIZING FLOOR MATERIAL.Info
- Publication number
- DE3770215D1 DE3770215D1 DE8787111297T DE3770215T DE3770215D1 DE 3770215 D1 DE3770215 D1 DE 3770215D1 DE 8787111297 T DE8787111297 T DE 8787111297T DE 3770215 T DE3770215 T DE 3770215T DE 3770215 D1 DE3770215 D1 DE 3770215D1
- Authority
- DE
- Germany
- Prior art keywords
- soil
- binder
- suspension
- permeable
- feeding tube
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
-
- 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
Abstract
The stabilising of piled-up soil (E) is performed by means of tubular reinforcing elements (1), which are laid in the soil. A flexible, tubular infiltration reinforcement (2), which is permeable to a binder suspension and is preferably produced from a geotextile, encloses a rigid feeding tube (3), which does not collapse under soil pressure. The aqueous binder suspension is fed to the infiltration reinforcement (2) through outlet openings (3a) in this feeding tube. The said suspension flows through the permeable infiltration reinforcement (2) and seeps in the direction of the arrows into the surrounding soil, where the binder solidifies. The reinforcing elements consequently serve at the same time for binder distribution and as a safeguard against tensile stress. <IMAGE>
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH334186 | 1986-08-20 |
Publications (1)
Publication Number | Publication Date |
---|---|
DE3770215D1 true DE3770215D1 (en) | 1991-06-27 |
Family
ID=4253874
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE8787111297T Expired - Lifetime DE3770215D1 (en) | 1986-08-20 | 1987-08-05 | METHOD FOR STABILIZING FLOOR MATERIAL. |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0257382B1 (en) |
AT (1) | ATE63770T1 (en) |
DE (1) | DE3770215D1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL1038670C2 (en) * | 2011-03-14 | 2012-09-17 | Waterslag B V | DEVICE FOR IN-SITU SOIL REMEDIATION, A METHOD FOR MANUFACTURING IT AND A METHOD FOR IN-SITU SOIL REMOVAL. |
CN102635090A (en) * | 2012-04-28 | 2012-08-15 | 上海市水利工程设计研究院 | Surface protection structure suitable for soil base underwater foundation bed with ultrahigh flow rate |
CN114277811B (en) * | 2021-12-17 | 2023-11-14 | 青岛地质工程勘察院(青岛地质勘查开发局) | Slope reinforcement device of anti-slip slope for geotechnical engineering treatment |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR470528A (en) * | 1914-03-20 | 1914-09-15 | Albert Francois | Waterproofing process by cementing cracked aquifers |
US3099911A (en) * | 1958-10-08 | 1963-08-06 | Lee A Turzillo | Means of grouting or concreting |
US3524320A (en) * | 1967-01-23 | 1970-08-18 | Lee A Turzillo | Method of protecting areas of an earth situs against scour |
US3518834A (en) * | 1968-05-09 | 1970-07-07 | Soil Testing Services Inc | Grouting system |
BE791060A (en) * | 1971-11-08 | 1973-03-01 | Chitis Wolf | METHOD AND DEVICE FOR CONSOLIDATION OF SOILS AND IMPROVEMENT OF THE SUPPORT BASE OF PILLARS OR SIMILAR FOUNDATION STRUCTURES |
DE2237707A1 (en) * | 1972-08-01 | 1974-02-07 | Bayer Ag | DRAINAGE ELEMENT FOR EARTH AND GROUND HYDRAULIC ENGINEERING |
NL7306678A (en) * | 1972-11-17 | 1974-05-21 | ||
GB1417479A (en) * | 1973-09-25 | 1975-12-10 | Turzillo L A | Means and method for producing cementitious mat-like slope covers |
JPS5310765B2 (en) * | 1974-03-04 | 1978-04-17 | ||
GB1603510A (en) * | 1978-05-31 | 1981-11-25 | Intrusion Prepakt Uk Ltd | Casing for a matress for lining or facing a land surface |
EP0138259A3 (en) * | 1983-09-29 | 1986-04-16 | Fluvio Labor, Personenvennootschap met beperkte aansprakelijkheid | Drainage structure and method of making a reinforced dike slope |
-
1987
- 1987-08-05 AT AT87111297T patent/ATE63770T1/en not_active IP Right Cessation
- 1987-08-05 DE DE8787111297T patent/DE3770215D1/en not_active Expired - Lifetime
- 1987-08-05 EP EP87111297A patent/EP0257382B1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
EP0257382A2 (en) | 1988-03-02 |
ATE63770T1 (en) | 1991-06-15 |
EP0257382B1 (en) | 1991-05-22 |
EP0257382A3 (en) | 1988-10-12 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
8364 | No opposition during term of opposition | ||
8339 | Ceased/non-payment of the annual fee |