EP0677616B1 - Procédé et dispositif pour compactage et pour consolidation du sol sous-marin - Google Patents

Procédé et dispositif pour compactage et pour consolidation du sol sous-marin Download PDF

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Publication number
EP0677616B1
EP0677616B1 EP95200947A EP95200947A EP0677616B1 EP 0677616 B1 EP0677616 B1 EP 0677616B1 EP 95200947 A EP95200947 A EP 95200947A EP 95200947 A EP95200947 A EP 95200947A EP 0677616 B1 EP0677616 B1 EP 0677616B1
Authority
EP
European Patent Office
Prior art keywords
underwater bed
trench
underwater
bed
drainage
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
EP95200947A
Other languages
German (de)
English (en)
Other versions
EP0677616A1 (fr
Inventor
Leendert-Jan Pligt
Philippe Groen
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.)
KONINKLIJKE WEGENBOUW STEVIN B.V.
VAN OORD ACZ B.V.
VERMEER INFRASTRUCTUUR B.V.
Original Assignee
KONINKLIJKE WEGENBOUW STEVIN BV
VAN OORD ACZ BV
Vermeer Grond en Wegen BV
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 KONINKLIJKE WEGENBOUW STEVIN BV, VAN OORD ACZ BV, Vermeer Grond en Wegen BV filed Critical KONINKLIJKE WEGENBOUW STEVIN BV
Publication of EP0677616A1 publication Critical patent/EP0677616A1/fr
Application granted granted Critical
Publication of EP0677616B1 publication Critical patent/EP0677616B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E02F5/105—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water self-propulsed units moving on the underwater bottom
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00—Handling building or like materials for hydraulic engineering or foundations
    • E02D15/10—Placing gravel or light material under water inasmuch as not provided for elsewhere
    • 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

Definitions

  • the invention relates to a Installation for compacting and/or consolidating an underwater bed, comprising a floating body with at least one trench-cutting element extending downwards from said floating body, which trench-cutting element defines a box-shaped body which has a height substantially longer than its width, and comprising a feed channel from the floating body to the box shaped body for inserting a flexible drainage pipe horizontally into the trench.
  • the invention also relates to an installation for carrying out said method.
  • the invention relates to compaction of the underwater bed in such a way that, during and/or after carrying out said method with the aim of lowering the underwater level of and/or of compacting the underwater bed, the surrounding environment is polluted as little as possible by impurities originating from the underwater bed. More particularly the invention relates to work to be carried out on the underwater bed where the top layer of the underwater bed contains sludge.
  • a current method for lowering the level of the underwater bed and thus increasing the navigable depth is to remove some of said bed by dredging.
  • removal by dredging is environmentally unfriendly and is associated with appreciable costs.
  • measures must be taken during removal by dredging to prevent sludge from swirling up in the water and reaching other locations with the water current.
  • the sludge dredged out constitutes a waste problem. If the aim is to use the underwater bed as foundation and unstable layers are removed by dredging, it is frequently the case that additional sand has to be applied thereafter in order to compensate for the underwater bed removed by dredging.
  • a device according to the preamble of claim 1 is known from JP-A-60 040410.
  • a horizontal drain is placed in an underwater bed of extra soft ground underneath the bed surface.
  • One end of the drain is connected to a vacuum pump, which is operated without sucking in any surface water or air.
  • the known method has as a disadvantage that the consolidation will be relatively ineffective. If the underwater bed is relatively fluid-permeable, the drain must be buried deep beneath the surface in order to prevent surface water and air being pumped up. Thereby the top layer of the soil will not be effectively consolidated. For relatively impermeable underwater beds, consolidation at some distance from the drain will be inadequate.
  • the aim of the present invention is therefore to provide an effective and rapid installation and method of compacting and consolidating an underwater bed which avoids the above drawbacks.
  • a further aim of the invention is, firstly, to lower the level of the underwater bed without it being necessary to remove sludge by dredging. Secondly, sludge consolidated by said method can be removed with extensive protection of the environment and thus as cost-effectively as possible. Thirdly, another aim of the present invention is to prepare the underwater bed for use as foundation, likewise with extensive protection of the environment and with an improvement in the efficiency.
  • the device according to the present invention is characterised in that the box-shaped body is open at the rear to the height of the drainage trench to be formed and is connected to a source of porous fluid-permeable material such as sand.
  • a source of porous fluid-permeable material such as sand.
  • the compacted layer of the underwater bed can still be removed by dredging.
  • the compacted layer is appreciably more concentrated and contains little/no water and/or other liquids or gases.
  • the sludge becomes firmer for digging and consequently easier to dump.
  • dams, dykes or banking on the compacted underwater bed It is also possible to construct dams, dykes or banking on the compacted underwater bed. Removal of the initial soft sludge layer by dredging is not necessary in this case, and likewise, it is not necessary to replace the sludge removed by dredging by sand or another material. Consequently, fewer building materials are needed to produce a body of this type.
  • the drainage system may be installed beneath the surface of the underwater bed, in particular about 1 meter below the sludge surface.
  • drainage trenches are made in the underwater bed and a discharge drain is laid in said trenches, which drain is connected to a suction system in order to create and maintain a reduced pressure.
  • the trenches are stabilised using a porous material, such as sand.
  • the sand acts both as a filter and as a discharge drain.
  • another draining material for example a filter mat, could also be used for installing in the drainage trenches.
  • the sludge layer or other layer of the underwater bed located above the drainage system acts as a water-sealing layer, so that the ingress of water from above is prevented.
  • Fig. 1 shows an installation 1 for making trenches in the underwater bed beneath the surface of the underwater bed, in order thus to create a reduced pressure in the underwater bed and so to consolidate the underwater bed.
  • the installation 1 has a floating pontoon 2 which, for example, can be propelled from the shore with the aid of a tug or something similar, or can be propelled independently.
  • Chutes 5 run vertically downwards from the top of the pontoon and extend to well below the surface of the underwater bed 4.
  • the chutes, or trench cutters, 5 run essentially parallel to one another and are arranged aligned to one another some distance apart.
  • Each trench cutter 5 is essentially box-shaped and open at the rear to the height of the drainage trench to be made in the underwater bed 4.
  • the front of the trench cutter 5 is shaped in such a way that said cutter is able to move easily through the underwater bed, the material in the underwater bed being pushed aside and optionally upwards/downwards.
  • a trench is formed in the underwater bed 4 by the trench cutter 5 as the pontoon 2 moves in the direction of the arrow A.
  • Sand or other material is supplied at the top of the trench cutter 5, in order to fill the trench 8, made in the underwater bed by the trench cutter 5, with sand.
  • the trench cutter 5 is provided with transport-promoting elements (not shown in more detail), such as vibrators.
  • a hollow pipe 3 runs from the top of the pontoon 2 into the trench cutter 5.
  • a flexible drainage pipe 7 is fed through said hollow pipe 3 in order to run in the longitudinal direction of the trench made in the underwater bed 4.
  • the trench cutter 5 can, moreover, also be designed to introduce other materials into the drainage trench, for example a plastic drainage mat.
  • the arrangement of the drainage trenches 8 in the underwater bed 4 is shown more particularly in Fig. 2. As is shown, the trenches 8 are located well below the top surface of the underwater bed 4. A sealing sheet 9 has also been applied on top of the underwater bed 4, which sheet prevents water from being able to penetrate into the underwater bed 4 from above the sheet 9.
  • the trenches 8 are filled with sand or other draining material and a drainage pipe 7 is installed close to the bottom of the trenches.
  • the drainage pipes 7 are connected, in a manner which is not shown in more detail, to a suction system in order to remove liquids and/or gases from the underwater bed 4 and thus to create a reduced pressure in the drainage system.
  • a suction system in order to remove liquids and/or gases from the underwater bed 4 and thus to create a reduced pressure in the drainage system.
  • the said liquids/gases are removed from the underwater bed, as a result of which the compaction of the underwater bed is achieved.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Mechanical Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)

Claims (4)

  1. Installation de compactage et/ou de consolidation d'un fond sous-marin (4), comprenant un corps flottant (2) possédant au moins un élément (5) de découpage d'une tranchée, qui s'étend vers le bas à partir dudit corps flottant (2), lequel élément de découpage d'une tranchée définit un corps en forme de boíte qui possède une hauteur nettement supérieure à sa largeur, et comportant un canal d'amenée s'étendant du corps flottant jusqu'au corps en forme de boíte pour l'insertion d'un tuyau souple de drainage (7) horizontalement dans la tranchée, caractérisée en ce que le corps en forme de boíte est ouvert sur le côté arrière à la hauteur de la tranchée de drainage (8) devant être formée et est raccordé à une source d'un matériau poreux perméable aux fluides, tel que du sable.
  2. Installation selon la revendication 1, dans laquelle la hauteur du corps en forme de boíte est réglable.
  3. Procédé de compactage et/ou de consolidation d'un fond sous-marin moyennant l'utilisation d'une installation selon la revendication 1 ou la revendication 2, comprenant les étapes consistant à :
    creuser une tranchée essentiellement horizontale (8) dans le fond sous-marin (4) avec l'élément (5) de découpage de tranchée,
    insérer un tuyau sensiblement horizontal de drainage (7) dans la tranchée (4), et
    appliquer une aspiration au tuyau de drainage (7) pour extraire de l'eau et/ou de l'air du fond sous-marin,
    caractérisé en ce qu'on creuse au moins deux tranchées essentiellement parallèles dans le fond sous-marin, la profondeur des tranchées étant nettement supérieure à leur largeur, les tranchées étant tout d'abord remplies par un matériau de drainage perméable aux fluides, et ensuite étant recouvertes par une couche d'étanchéité à l'eau (9) pour former une couche supérieure relativement imperméable à l'eau.
  4. Procédé selon la revendication 3, selon lequel les parois de la tranchée sont recouvertes par un tissu filtrant, dans lequel le matériau poreux est renfermé.
EP95200947A 1994-04-14 1995-04-13 Procédé et dispositif pour compactage et pour consolidation du sol sous-marin Expired - Lifetime EP0677616B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL9400593 1994-04-14
NL9400593A NL9400593A (nl) 1994-04-14 1994-04-14 Werkwijze voor het verdichten en consolideren van de onder-water-bodem.

Publications (2)

Publication Number Publication Date
EP0677616A1 EP0677616A1 (fr) 1995-10-18
EP0677616B1 true EP0677616B1 (fr) 2001-07-11

Family

ID=19864067

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95200947A Expired - Lifetime EP0677616B1 (fr) 1994-04-14 1995-04-13 Procédé et dispositif pour compactage et pour consolidation du sol sous-marin

Country Status (8)

Country Link
EP (1) EP0677616B1 (fr)
AT (1) ATE203074T1 (fr)
DE (1) DE69521642T2 (fr)
DK (1) DK0677616T3 (fr)
ES (1) ES2160139T3 (fr)
HK (1) HK1010745A1 (fr)
NL (1) NL9400593A (fr)
PT (1) PT677616E (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1003584C2 (nl) * 1996-07-12 1997-06-06 Kessel B V Geb Van Werkwijze voor het consolideren van waterhoudende grond.
CN102691303B (zh) * 2012-05-22 2014-07-02 北京航空航天大学 一种提高在役尾矿库容量的方法及其装置

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB652570A (en) * 1948-10-13 1951-04-25 Solomon Akerib Improved method of and equipment for consolidating or stabilising sub-aqueous soil or deposits
FR2425601A1 (fr) * 1978-05-08 1979-12-07 Gibson Ind Dispositif et procede d'installation de pipelines sous-marins
JPS6040410A (ja) * 1983-08-16 1985-03-02 Toa Harbor Works Co Ltd 水平ドレーンによる圧密脱水工法
JPH0765308B2 (ja) * 1988-08-20 1995-07-19 日本植生株式会社 暗キョ排水用疎水材

Also Published As

Publication number Publication date
DE69521642D1 (de) 2001-08-16
ES2160139T3 (es) 2001-11-01
PT677616E (pt) 2001-12-28
DK0677616T3 (da) 2001-09-17
EP0677616A1 (fr) 1995-10-18
DE69521642T2 (de) 2001-10-31
NL9400593A (nl) 1995-11-01
HK1010745A1 (en) 1999-06-25
ATE203074T1 (de) 2001-07-15

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