EP0138259A3 - Drainage structure and method of making a reinforced dike slope - Google Patents

Drainage structure and method of making a reinforced dike slope Download PDF

Info

Publication number
EP0138259A3
EP0138259A3 EP84201358A EP84201358A EP0138259A3 EP 0138259 A3 EP0138259 A3 EP 0138259A3 EP 84201358 A EP84201358 A EP 84201358A EP 84201358 A EP84201358 A EP 84201358A EP 0138259 A3 EP0138259 A3 EP 0138259A3
Authority
EP
European Patent Office
Prior art keywords
making
drainage structure
pipes
dike slope
reinforced
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.)
Withdrawn
Application number
EP84201358A
Other languages
German (de)
French (fr)
Other versions
EP0138259A2 (en
Inventor
Ludo Dirks
Jean Nomes
Dirk De Mits
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.)
Fluvio Labor PVBA
SA Uco Nv
Sicalex NV
Original Assignee
Fluvio Labor PVBA
SA Uco Nv
Sicalex NV
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 Fluvio Labor PVBA, SA Uco Nv, Sicalex NV filed Critical Fluvio Labor PVBA
Publication of EP0138259A2 publication Critical patent/EP0138259A2/en
Publication of EP0138259A3 publication Critical patent/EP0138259A3/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B11/00Drainage of soil, e.g. for agricultural purposes
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Agronomy & Crop Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Revetment (AREA)
  • Filtering Materials (AREA)

Abstract

L'invention est relative à un massif filtrant à utiliser pour la réalisation de travaux principalement hydrauliques, en particu­ lier bien que non exclusivement pour la mise en place d'un ta­ lus de digue ou la protection contre l'érosion d'un massif de fondation et/ou la réalisation d'un massif filtrant ou drainant, pour décharger ou non des berges et murs de quai, caracté­ risé en ce qu'il est formé par des tapis ou nattes (1) perméa­ bles à l'eau, qui présentent des canaux ou tuyaux (3) destinés à être remplis d'un matériau qui peut être injecté dans ces ca­ naux ou tuyaux (3). The invention relates to a filter block to be used for the mainly hydraulic works, in particular link although not exclusively for the establishment of a ta dyke or protection against erosion of a massif of foundation and / or construction of a filtering or draining bed, to unload or not embankments and quay walls, character laughed in that it is formed by carpets or mats (1) permea water, which have channels or pipes (3) intended to be filled with a material that can be injected into these ca pipes or tubes (3).

EP84201358A 1983-09-29 1984-09-24 Drainage structure and method of making a reinforced dike slope Withdrawn EP0138259A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BE211611 1983-09-29
BE211611 1983-09-29

Publications (2)

Publication Number Publication Date
EP0138259A2 EP0138259A2 (en) 1985-04-24
EP0138259A3 true EP0138259A3 (en) 1986-04-16

Family

ID=3843684

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84201358A Withdrawn EP0138259A3 (en) 1983-09-29 1984-09-24 Drainage structure and method of making a reinforced dike slope

Country Status (4)

Country Link
EP (1) EP0138259A3 (en)
DK (1) DK465584A (en)
FI (1) FI843793L (en)
NO (1) NO843865L (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3768298D1 (en) * 1986-03-26 1991-04-11 Hall METHOD FOR PRODUCING A CONSTRUCTION.
DE3770215D1 (en) * 1986-08-20 1991-06-27 Hermann Claus METHOD FOR STABILIZING FLOOR MATERIAL.
GB2207168A (en) * 1987-07-24 1989-01-25 Proserve Limited Protective mattresses for aqueous embankments
FR2639379B1 (en) * 1988-11-21 1991-11-22 Lefoll Pierre PROCESS FOR THE CONSTRUCTION OF A PERRE OF PROTECTION OF A STRUCTURE SUCH AS A BANK, A JET OR THE LIKE, AND PERRE SO OBTAINED
FR2639380B1 (en) * 1988-11-21 1991-02-22 Lefoll Pierre PROCESS FOR THE CONSTRUCTION IN LOW WATER OF A FOUNDATION BEAM OF A PERRE COVERING A WORK SUCH AS A BANK, A JET OR OTHER AND FOUNDATION BEAM THUS OBTAINED
NL192929C (en) * 1989-02-06 1998-05-07 Gouderak B V Covering mat for embankments, bottom and / or wall protection for watercourses or the like; as well as a method for filling such a covering mat.

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2551267A1 (en) * 1975-11-14 1977-05-18 Fodervaevnader Ab Drainage system with porous flexible material paths - has paths linearly connected to form mat containing tubes filled with fluid resistant bodies
EP0041425A1 (en) * 1980-06-03 1981-12-09 Sondages Injections Forages "S.I.F." Entreprise Bachy Method of making drain trenches
JPS5898526A (en) * 1981-12-04 1983-06-11 Kazumi Yamaoka Concrete placing method for concrete mat

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2551267A1 (en) * 1975-11-14 1977-05-18 Fodervaevnader Ab Drainage system with porous flexible material paths - has paths linearly connected to form mat containing tubes filled with fluid resistant bodies
EP0041425A1 (en) * 1980-06-03 1981-12-09 Sondages Injections Forages "S.I.F." Entreprise Bachy Method of making drain trenches
JPS5898526A (en) * 1981-12-04 1983-06-11 Kazumi Yamaoka Concrete placing method for concrete mat

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PATENTS ABSTRACTS OF JAPAN, vol. 7, no. 199 (M-240)[1344], 3 septembre 1983; & JP - A - 58 98526 (KAZUMI YAMAOKA) 11-06-1983 *

Also Published As

Publication number Publication date
EP0138259A2 (en) 1985-04-24
DK465584D0 (en) 1984-09-28
FI843793A0 (en) 1984-09-27
NO843865L (en) 1985-04-01
FI843793L (en) 1985-03-30
DK465584A (en) 1985-03-30

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Withdrawal date: 19860722

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Inventor name: DE MITS, DIRK

Inventor name: NOMES, JEAN

Inventor name: DIRKS, LUDO