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
Application number
DE8787111297T
Other languages
German (de)
Inventor
Hermann Claus
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Application granted granted Critical
Publication of DE3770215D1 publication Critical patent/DE3770215D1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0258Retaining or protecting walls characterised by constructional features
    • E02D29/0266Retaining or protecting walls characterised by constructional features made up of preformed elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating 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>
DE8787111297T 1986-08-20 1987-08-05 METHOD FOR STABILIZING FLOOR MATERIAL. Expired - Lifetime DE3770215D1 (en)

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

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