AU2763697A - Method for forming a steep embankment, system for use in the formation of the steep embankment and such steep embankment - Google Patents

Method for forming a steep embankment, system for use in the formation of the steep embankment and such steep embankment

Info

Publication number
AU2763697A
AU2763697A AU27636/97A AU2763697A AU2763697A AU 2763697 A AU2763697 A AU 2763697A AU 27636/97 A AU27636/97 A AU 27636/97A AU 2763697 A AU2763697 A AU 2763697A AU 2763697 A AU2763697 A AU 2763697A
Authority
AU
Australia
Prior art keywords
embankment
anchor element
front grid
steep embankment
grid
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.)
Abandoned
Application number
AU27636/97A
Inventor
Fin G. Laursen
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.)
BYGGROS AS
Original Assignee
BYGGROS AS
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 BYGGROS AS filed Critical BYGGROS AS
Publication of AU2763697A publication Critical patent/AU2763697A/en
Abandoned legal-status Critical Current

Links

Classifications

    • 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
    • E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0241—Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
    • 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
    • E02D17/18—Making embankments, e.g. dikes, dams
    • 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
    • E02D29/0225—Retaining or protecting walls comprising retention means in the backfill

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Nitrogen And Oxygen Or Sulfur-Condensed Heterocyclic Ring Systems (AREA)
  • Tents Or Canopies (AREA)
  • Hydrogenated Pyridines (AREA)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Piles And Underground Anchors (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Silver Salt Photography Or Processing Solution Therefor (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Paper (AREA)
  • Indole Compounds (AREA)
  • Photoreceptors In Electrophotography (AREA)

Abstract

In the construction of a steep embankment a planar front grid (2) is used, said grid being positioned with a given inclination corresponding to the completed embankment, immediately adjacent the front of the completed embankment. At a point in the earth formation behind the completed embankment an anchor element (5) is placed, and between the front grid (2) and the anchor element (5) one or more fixed anchors (4a, 4b) are established to secure the front grid (2) in relation to the anchor element (5). Furthermore, one or more layers of geo-net (7) are preferably placed or inserted below or above the anchor element (5) and behind the front grid (2). Finally, the area behind the front grid (2) is filled up, whereby the anchor element (5) is covered to provide the earth formation in the completed embankment. In this method is used a universally applicable system comprising a planar front grid, an anchor element and a number of anchor braces or struts, said system being immediately adaptable to a given application. <IMAGE>
AU27636/97A 1996-05-10 1997-05-07 Method for forming a steep embankment, system for use in the formation of the steep embankment and such steep embankment Abandoned AU2763697A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DK056396A DK56396A (en) 1996-05-10 1996-05-10 Method for building a steep slope, system for use in the construction of the steep slope and such a slope
DK563/96 1996-05-10
PCT/DK1997/000209 WO1997043489A1 (en) 1996-05-10 1997-05-07 Method for forming a steep embankment, system for use in the formation of the steep embankment and such steep embankment

Publications (1)

Publication Number Publication Date
AU2763697A true AU2763697A (en) 1997-12-05

Family

ID=8094960

Family Applications (1)

Application Number Title Priority Date Filing Date
AU27636/97A Abandoned AU2763697A (en) 1996-05-10 1997-05-07 Method for forming a steep embankment, system for use in the formation of the steep embankment and such steep embankment

Country Status (8)

Country Link
EP (2) EP1256660A1 (en)
AT (1) ATE229110T1 (en)
AU (1) AU2763697A (en)
DE (1) DE69717619T2 (en)
DK (2) DK56396A (en)
NO (1) NO320078B1 (en)
PL (1) PL183988B1 (en)
WO (1) WO1997043489A1 (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH692706A5 (en) * 1998-01-26 2002-09-30 Sytec Bausysteme Ag Formwork grid in support of embankments.
CH692921A5 (en) * 1998-02-25 2002-12-13 Fatzer Ag Wire mesh preferably as rockfall protection or for securing a Erdoberflächenschicht.
EP1121493B1 (en) * 1998-10-13 2002-11-20 Rüegger Systeme AG Ingenieurlösungen in der Geotechnik Soil construction anchored in the soil having a steep front and method for producing said soil construction
WO2000031350A1 (en) * 1998-11-20 2000-06-02 Sytec Bausysteme Ag Support wall system
ES2155773B1 (en) * 1999-02-24 2001-12-01 Antonio Casado Y Cia S A "DEVICE FOR THE CONSTRUCTION OF BANKS IN LANDS WITH PENDING".
DE19922670A1 (en) * 1999-05-18 2000-11-23 Huesker Synthetic Gmbh & Co Process for the production of a greenable outer skin of an earth embankment
DE29911626U1 (en) 1999-07-03 1999-12-16 Herold, Andreas, Dipl.-Ing., 99425 Weimar Bank protection with plastic reinforced earth
ITFG20040006A1 (en) * 2004-11-26 2005-02-26 Geom Ciro Frisoli & C S A S WALLS AND ENCLOSURES IN REINFORCED WASTE 2 °
JP6800559B2 (en) * 2014-12-09 2020-12-16 矢作建設工業株式会社 Reinforcement structure of masonry retaining wall and reinforcement method of masonry retaining wall
CN116356763A (en) * 2023-01-04 2023-06-30 泗洪县水利工程建设管理中心 Dam reinforcing structure and reinforcing method for flood-stagnation area

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8326632U1 (en) * 1983-09-16 1985-08-29 Wrede, Werner, 5500 Trier Lattice set to form an embankment fortification
US4952098A (en) * 1989-12-21 1990-08-28 Ivy Steel Products, Inc. Retaining wall anchor system
CH683434A5 (en) * 1991-06-11 1994-03-15 Hermann Claus Secure fastening of roadway on side of mountain - involves vertical piles with gaps filled with railway sleepers and anchored cables extending under road surface into solid ground
IT1257042B (en) * 1992-06-10 1996-01-05 PROCEDURE FOR THE FORMATION OF VERDEGGIAN SCARPES IN GROUND REINFORCED AND PRODUCT OBTAINED WITH SUCH PROCEDURE
GB9313095D0 (en) * 1993-06-24 1993-08-11 Vidal Henri Brevets Earth structures
CA2170028A1 (en) * 1993-08-30 1995-03-09 Peter L. Anderson Earthen work with wire mesh facing
JP2545197B2 (en) * 1993-10-20 1996-10-16 強化土エンジニヤリング株式会社 Reinforced soil structure
GB9417413D0 (en) * 1994-08-30 1994-10-19 Appleton Samuel A Slope reinforcing structure and method
GB9418994D0 (en) * 1994-09-19 1994-11-09 Vidal Henri Brevets Facing panel for earth structures
NO951465L (en) * 1995-04-19 1996-10-21 Fjerby As Reinforcing device for sloping ground and method of building the reinforced sloping ground

Also Published As

Publication number Publication date
NO985251D0 (en) 1998-11-10
EP1256660A1 (en) 2002-11-13
NO320078B1 (en) 2005-10-17
DK56396A (en) 1997-12-11
DE69717619D1 (en) 2003-01-16
WO1997043489A1 (en) 1997-11-20
EP0897435A1 (en) 1999-02-24
DE69717619T2 (en) 2003-09-18
NO985251L (en) 1999-01-08
PL183988B1 (en) 2002-08-30
PL329847A1 (en) 1999-04-12
DK0897435T3 (en) 2003-03-24
EP0897435B1 (en) 2002-12-04
ATE229110T1 (en) 2002-12-15

Similar Documents

Publication Publication Date Title
GB9405544D0 (en) Structure for reinforcing an earth embankment
AU2763697A (en) Method for forming a steep embankment, system for use in the formation of the steep embankment and such steep embankment
CA2202851A1 (en) Undercut excavation with protection against seismic events or excessive ground movement
EP0859085A4 (en) Method of repairing/reinforcing existing structures and anisotropic woven fabrics used therefor
DK0438258T3 (en) Method of laying anchors and mooring platforms, and an anchor laying unit
EP0543140A3 (en) Drilling device for civil engineering and method for making stabilizing columns or similar structures in the ground
GB2300009B (en) Buoyant foundations for bad soils
ITMI940682A0 (en) EXPANDED NETWORK STRUCTURE PARTICULARLY FOR GEOTECHNICAL USE
DE69203578D1 (en) Method of attaching an anchor for anchoring ground walls, structures, sheet piles, caimons and so on.
AU7782087A (en) Process for anchoring a prefabricated pile in the earth and pile for performance of the process
AU7230694A (en) Anchoring device for floating structures and floating structure
FR2753211B1 (en) SUBSTRATE FOR SOIL AND USES THEREOF
AU9440698A (en) Foundation structure method using piles
Zreik Behavior of cohesive soils and their drained, undrained, and erosional strengths at ultra-low stresses
AU631670B2 (en) Dynamic earth anchor, and a sleeve therefor
BR9603935A (en) Rock anchor
Carnaffan An experimental technique for determining the permeability of rock, concrete and cement grout.
FR2711704B1 (en) Method allowing the creation, either of a void or of a deformable zone, between the ground and a concrete slab using a biodegradable lost formwork.
EP0346941A3 (en) Method for producing construction elements in the soil, such as piles, anchors or the like, and apparatus for applying this method
AUPM309293A0 (en) Soil anchor elements for retaining walls, slope stability and foundation improvement
AU4121199A (en) Method and device for consolidating the surfaces of rocky soils
KR970005964U (en) Civil Excavation Pile
IL95651A (en) Anchoring element for reinforced earth structure facing and method of construction therewith
ITBO930096A0 (en) SYSTEM FOR THE CONSTRUCTION OF EMBANKMENTS, RESTORATION WALLS, REINFORCED EARTH SCARVES AND SIMILAR.
GB2170847A (en) Improvements in and relating to piles and anchorages