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 embankmentInfo
- 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
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)
- Building Environments (AREA)
- Paper (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Tents Or Canopies (AREA)
- Hydrogenated Pyridines (AREA)
- Piles And Underground Anchors (AREA)
- Indole Compounds (AREA)
- Photoreceptors In Electrophotography (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)
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>
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)
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. |
DE59903496D1 (en) * | 1998-10-13 | 2003-01-02 | Ruegger Systeme Ag St Gallen | EARTH CONSTRUCTION CONSTRUCTED ON THE GROUND WITH A STEEP FRONT AND METHOD FOR CREATING THIS EARTH CONSTRUCTION |
DE59902793D1 (en) * | 1998-11-20 | 2002-10-24 | Sytec Bausysteme Ag Niederwang | SUPPORT WALL ARRANGEMENT |
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)
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 |
JPH09501999A (en) * | 1993-08-30 | 1997-02-25 | ザ・レインフォースド・アース・カンパニー | Reinforced soil structure with wire mesh protective layer |
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 |
-
1996
- 1996-05-10 DK DK056396A patent/DK56396A/en not_active Application Discontinuation
-
1997
- 1997-05-07 AU AU27636/97A patent/AU2763697A/en not_active Abandoned
- 1997-05-07 EP EP02013855A patent/EP1256660A1/en not_active Withdrawn
- 1997-05-07 EP EP97921634A patent/EP0897435B1/en not_active Expired - Lifetime
- 1997-05-07 PL PL97329847A patent/PL183988B1/en not_active IP Right Cessation
- 1997-05-07 WO PCT/DK1997/000209 patent/WO1997043489A1/en active IP Right Grant
- 1997-05-07 DE DE69717619T patent/DE69717619T2/en not_active Expired - Lifetime
- 1997-05-07 DK DK97921634T patent/DK0897435T3/en active
- 1997-05-07 AT AT97921634T patent/ATE229110T1/en active
-
1998
- 1998-11-10 NO NO19985251A patent/NO320078B1/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
DK56396A (en) | 1997-12-11 |
WO1997043489A1 (en) | 1997-11-20 |
DE69717619D1 (en) | 2003-01-16 |
NO985251L (en) | 1999-01-08 |
NO985251D0 (en) | 1998-11-10 |
EP0897435B1 (en) | 2002-12-04 |
NO320078B1 (en) | 2005-10-17 |
DE69717619T2 (en) | 2003-09-18 |
DK0897435T3 (en) | 2003-03-24 |
EP0897435A1 (en) | 1999-02-24 |
ATE229110T1 (en) | 2002-12-15 |
PL329847A1 (en) | 1999-04-12 |
EP1256660A1 (en) | 2002-11-13 |
PL183988B1 (en) | 2002-08-30 |
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