EP0097098A1 - Verfahren zum Abstützen von Erde an abfallendem Gelände, n.a. für den Durchgang einer Seitung in einem Graben - Google Patents

Verfahren zum Abstützen von Erde an abfallendem Gelände, n.a. für den Durchgang einer Seitung in einem Graben Download PDF

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Publication number
EP0097098A1
EP0097098A1 EP83401200A EP83401200A EP0097098A1 EP 0097098 A1 EP0097098 A1 EP 0097098A1 EP 83401200 A EP83401200 A EP 83401200A EP 83401200 A EP83401200 A EP 83401200A EP 0097098 A1 EP0097098 A1 EP 0097098A1
Authority
EP
European Patent Office
Prior art keywords
trench
excavation
panels
transverse
transverse panels
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.)
Ceased
Application number
EP83401200A
Other languages
English (en)
French (fr)
Inventor
Marcel Matière
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
Publication of EP0097098A1 publication Critical patent/EP0097098A1/de
Ceased legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B11/00—Drainage of soil, e.g. for agricultural purposes
    • 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
    • E02D17/20—Securing of slopes or inclines

Definitions

  • the present invention relates to a method for retaining soil after excavation of a nente soil, in particular for the passage of a trench pipe.
  • the embankment of the cells between the panels is retained with the help of grids anchored in the ground by appropriate means, for example pins.
  • FIGS. 1 and 2 there is shown respectively in cross-sectional view on the line of greatest slope and in cross-sectional view a trench 1 for passage of a pipe 4.
  • line 4 is put in place at the bottom of the excavation.
  • a stop block 6 is made at the bottom of the slope in which the pipe 4 is embedded and the profile and anchoring of which are calculated as a function of the existing conditions of the structure.
  • the next step is to set up at the bottom of the excavation. on either side of the pipe 4.
  • one or more lateral drains 5 intended for the evacuation of water likely to enter the trench.
  • the drains exit laterally from the trench at intervals which depend on the slope and the expected flow, for example every 50 meters.
  • the last drain (s) pass through the stopper block 6 through a hole made when the latter is produced.
  • a film of permeable material is placed over the length of the trench, for example a film formed from a permeable / nonwoven plastic material known under the commercial designation "BIDIM" or the equivalent, so that the film passes over the different transverse panels PI, P2. P3. P4.P5 as shown in Figure 1, and is supported, in intermediate intervals, on the embankment R1 already placed in the trench.
  • BIDIM permeable / nonwoven plastic material
  • the residual volume of the trench is filled with the rest of the embankment, as indicated in R2 in FIGS. 1 and 2. Then, to hold this embankment R2 in the abovementioned cells, there is a grid, at its upper part, for example in galvanized iron, the tension of which is ensured by means of pins, as indicated at 8 in FIGS. 2 and 3. It is not necessary for this grill to be very resistant to decomposition and it is sufficient for it to resist until consolidation of the land, for example about 2 years in a temperate climate because it is estimated that after such a period the vegetation has progressed enough to then ensure the maintenance of the R2 embankment.
  • these panels are arranged overall with an approximately vertical orientation but, to facilitate the flow of rainwater and avoid the effects of gullying and erosion, these purlins are arranged obliquely relative to the direction of the trench.
  • This obliquity is usually materialized by the angle ⁇ in Figure 3.
  • This angle o (can be between 90 and 75 °.
  • the orientation of the panels is chosen to prevent a return of runoff water to the trench
  • the spacing e of the panels is determined according to the existing conditions of the structure, that is to say in particular rainfall, slope of the ground, nature of the soil, characteristics of the film, etc.
  • the installation height of the panels in the grooves 9 is approximately between a quarter and a third of the height of the excavation. and we also take into account t, to determine this installation height. of the conditions of the structure.
  • a deflector extension is provided thereon. highlighted in 11 in FIGS. 2 and 3.
  • This extension can be constituted by a simple board which is fixed at the top of the panel P 2 , P 3 ... and which is slightly embedded in the land in the vicinity of the excavation, as indicated in 11A in FIG. 2. It is also possible to join the panel and the deflector extension in the form of a monobloc assembly.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Agronomy & Crop Science (AREA)
  • Mechanical Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
EP83401200A 1982-06-11 1983-06-10 Verfahren zum Abstützen von Erde an abfallendem Gelände, n.a. für den Durchgang einer Seitung in einem Graben Ceased EP0097098A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8210265A FR2528467A1 (fr) 1982-06-11 1982-06-11 Procede pour retenir les terres apres excavation d'un sol en pente, notamment pour le passage d'une conduite en tranchee
FR8210265 1982-06-11

Publications (1)

Publication Number Publication Date
EP0097098A1 true EP0097098A1 (de) 1983-12-28

Family

ID=9274927

Family Applications (1)

Application Number Title Priority Date Filing Date
EP83401200A Ceased EP0097098A1 (de) 1982-06-11 1983-06-10 Verfahren zum Abstützen von Erde an abfallendem Gelände, n.a. für den Durchgang einer Seitung in einem Graben

Country Status (2)

Country Link
EP (1) EP0097098A1 (de)
FR (1) FR2528467A1 (de)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2591064A1 (fr) * 1985-12-10 1987-06-12 Rhone Poulenc Fibres Moyen et son procede de mise en oeuvre pour la fixation de sols pulverulents en pente par implantation de vegetation durable
WO1999063164A1 (en) * 1998-06-02 1999-12-09 Isis Innovation Limited A method and apparatus for consolidation of sedimentary beds
CN111395454A (zh) * 2020-04-24 2020-07-10 宁波城市职业技术学院 一种挡土集水施工工法及挡土集水结构

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111074781A (zh) * 2019-12-31 2020-04-28 中铁大桥局集团有限公司 悬索桥隧道锚的快速开挖方法

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR456750A (fr) * 1912-04-18 1913-09-03 Giulio Serrazanetti Diaphragme élastique et filtrant pour servir de soutien aux éboulements
FR2114155A6 (de) * 1970-07-09 1972-06-30 Bodin Girin & Cie
FR2311142A1 (fr) * 1975-05-14 1976-12-10 Nobuharu Nagaoka Procede pour stabiliser les terrains en pente
FR2441685A1 (fr) * 1978-11-14 1980-06-13 Vignon Jean Francois Materiau textile alveolaire permettant de consolider et assainir les sols pour travaux publics ou autres
DE2919961A1 (de) * 1979-05-17 1980-11-20 Josef Ing Grad Nachtsheim Verfahren zur sicherung frisch gesetzter pflanzen an erosionsgefaehrdeten steilhaengen, drahtbuegel und verwendung eines drahtbuegels
US4288175A (en) * 1979-10-29 1981-09-08 Henningson, Durham & Richardson, Inc. Reticulately reinforced earthen dams and method for providing reinforcement

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR456750A (fr) * 1912-04-18 1913-09-03 Giulio Serrazanetti Diaphragme élastique et filtrant pour servir de soutien aux éboulements
FR2114155A6 (de) * 1970-07-09 1972-06-30 Bodin Girin & Cie
FR2311142A1 (fr) * 1975-05-14 1976-12-10 Nobuharu Nagaoka Procede pour stabiliser les terrains en pente
FR2441685A1 (fr) * 1978-11-14 1980-06-13 Vignon Jean Francois Materiau textile alveolaire permettant de consolider et assainir les sols pour travaux publics ou autres
DE2919961A1 (de) * 1979-05-17 1980-11-20 Josef Ing Grad Nachtsheim Verfahren zur sicherung frisch gesetzter pflanzen an erosionsgefaehrdeten steilhaengen, drahtbuegel und verwendung eines drahtbuegels
US4288175A (en) * 1979-10-29 1981-09-08 Henningson, Durham & Richardson, Inc. Reticulately reinforced earthen dams and method for providing reinforcement

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2591064A1 (fr) * 1985-12-10 1987-06-12 Rhone Poulenc Fibres Moyen et son procede de mise en oeuvre pour la fixation de sols pulverulents en pente par implantation de vegetation durable
WO1999063164A1 (en) * 1998-06-02 1999-12-09 Isis Innovation Limited A method and apparatus for consolidation of sedimentary beds
CN111395454A (zh) * 2020-04-24 2020-07-10 宁波城市职业技术学院 一种挡土集水施工工法及挡土集水结构

Also Published As

Publication number Publication date
FR2528467A1 (fr) 1983-12-16
FR2528467B1 (de) 1985-03-29

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