EP0833988B1 - Remblai allege - Google Patents

Remblai allege Download PDF

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Publication number
EP0833988B1
EP0833988B1 EP97920772A EP97920772A EP0833988B1 EP 0833988 B1 EP0833988 B1 EP 0833988B1 EP 97920772 A EP97920772 A EP 97920772A EP 97920772 A EP97920772 A EP 97920772A EP 0833988 B1 EP0833988 B1 EP 0833988B1
Authority
EP
European Patent Office
Prior art keywords
blocks
layer
lightweight embankment
embankment according
embankment
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
EP97920772A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0833988A1 (fr
Inventor
Hervé Tessonneau
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.)
Colas SA
Original Assignee
Colas SA
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 Colas SA filed Critical Colas SA
Publication of EP0833988A1 publication Critical patent/EP0833988A1/fr
Application granted granted Critical
Publication of EP0833988B1 publication Critical patent/EP0833988B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00—Foundations for pavings
    • E01C3/006—Foundations for pavings made of prefabricated single units
    • 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
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated

Definitions

  • the present invention relates to a lightweight backfill and more particularly to the technique of construction of such an embankment.
  • the object of the invention is to provide lightweight economic embankments and requiring little building materials, while having properties of improved stability.
  • the invention relates to a light backfill according to the claim 1.
  • the light backfill according to the invention may include one or more characteristics described in claims 2 to 18.
  • the embankment 1 shown in Figure 1 is intended to support a roadway. Its width gradually decreases from its base towards its Mountain peak.
  • the embankment 1 is constructed from building blocks 3 of elongated parallelepiped shape, stacked in successive layers on the others, the blocks 3 of the same layer being arranged in rows parallel.
  • the first layer of backfill, base layer 5, rests on a bed 6 of quarry sand or crushed material, of approximately 0.1m thick on average.
  • the blocks 3 of the other layers are laid with crossed with respect to blocks 3 of the adjacent lower layer.
  • the blocks 3 of each layer are separated from each other. by free spaces 7.
  • the width of free spaces 7 is constant and less than 1m, and preferably between 0.2m and 0.6m.
  • the width of the free spaces of the lower layers may be greater than that of the open spaces of the upper layers.
  • the cover layer 9 is however formed by blocks 3 placed contiguously to carry a reinforced concrete slab 11 supporting the wearing course 13 of the road.
  • the height of the blocks 3 is between 0.17m and 1.1m.
  • the blocks belonging to the same layer all have the same height. In the example shown, this height is uniform for all the embankment, but, alternatively, this may vary from layer to layer.
  • the blocks 3 are made of light plastic material, in particular of expanded polystyrene.
  • Light plastic material means a plastic material with a density less than 1000 kg / m 3 .
  • the density of the material used is greater than 21 kg / m 3 , in particular greater than 23 kg / m 3 , and the compressive strength at 10% crushing is greater at 110 kPa, in particular greater than 130 kPa.
  • the total weight of the structure remains approximately the same thanks to the free spaces between the blocks of a layer.
  • At least one end, and preferably all the ends, of the free spaces 7 are closed by end caps 16 made of the same material as blocks 3, or by a geotextile membrane.
  • At least some of the blocks 3 are provided with construction, during stacking, of joining means, for example those shown in Figure 2.
  • These joining means are formed by at least a rod 17, and preferably by two rods 17.
  • These are in particular vertical steel rods, longer than height of an associated building block 3, which pierce this block respectively near its ends and protrude on either side of the block.
  • the parts protruding rods 17 are intended to sink into blocks of two adjacent layers and thus secure the blocks against lateral displacement.
  • rods with a diameter of 8mm and a length are used 1.10m.
  • Figure 3 shows a light embankment 1 to be built against an inclined slope 19.
  • the laying bed 6 is here made of materials crushed with an average thickness of 0.15 m.
  • elements corresponding to those of figure 1 will be identified by the numbers correspondents.
  • This variant differs essentially from the embankment shown in Figure 1 by the fact that there are provided holding elements 21 of the embankment housed in certain free spaces 7 of the embankment 1.
  • such a holding element 21 is produced in pouring concrete into a free space 7 forming lost formwork.
  • the ends of the free space as well as the openings thereof which communicate with the free spaces of the lower layers are closed by plates, or alternatively, with regard to the ends of the spaces free, by blocks 22 of cut expanded polystyrene which are flush with the free surface of the embankment.
  • Another solution could be to carry out the fillings in question using geotextile membranes.
  • the elements holding 21 are preferably cast in a free space having a width less than 0.3m of a layer formed by blocks having a height less than 0.3m, so as not to make the embankment too heavy.
  • this anchoring element 23 is also formed by poured concrete, together with the concrete forming elements of maintenance 21, in a free interval provided between the slope 19 and the embankment 1.
  • the end 25 of the free space 7 forming lost formwork, opposite slope 19, is widened.
  • the concrete poured into this the enlarged end thus forms a retaining element 26 having a shape in T.
  • a light backfill 1 with free spaces 7 allows a considerable savings in the volume of material used for construction and, as a result, savings of around 20% in transport costs.
  • Another advantage of the lightened backfill according to the invention relates to drainage thereof, especially when it is built on land flood.
  • water enters, through the bed laying 6, in the free spaces 7 of the base layer 5, which communicate with free spaces 7 of the upper layers.
  • the free spaces 7 of the different layers are gradually filled with water.
  • Archimedes' push exerted over the entire embankment is reduced, so that the stability of the embankment 1 is only slightly affected by the flood.
  • the layers can be formed blocks of SAUL material.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Materials For Medical Uses (AREA)
  • Road Paving Structures (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Road Signs Or Road Markings (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Glass Compositions (AREA)
  • Non-Portable Lighting Devices Or Systems Thereof (AREA)
  • Electrochromic Elements, Electrophoresis, Or Variable Reflection Or Absorption Elements (AREA)
EP97920772A 1996-04-18 1997-04-16 Remblai allege Expired - Lifetime EP0833988B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR9604879A FR2747705B1 (fr) 1996-04-18 1996-04-18 Remblai allege
FR9604879 1996-04-18
PCT/FR1997/000689 WO1997039195A1 (fr) 1996-04-18 1997-04-16 Remblai allege

Publications (2)

Publication Number Publication Date
EP0833988A1 EP0833988A1 (fr) 1998-04-08
EP0833988B1 true EP0833988B1 (fr) 2002-01-09

Family

ID=9491346

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97920772A Expired - Lifetime EP0833988B1 (fr) 1996-04-18 1997-04-16 Remblai allege

Country Status (9)

Country Link
US (1) US6146054A (no)
EP (1) EP0833988B1 (no)
JP (1) JPH11508983A (no)
AT (1) ATE211788T1 (no)
CA (1) CA2225508A1 (no)
DE (1) DE69709517D1 (no)
FR (1) FR2747705B1 (no)
NO (1) NO975908L (no)
WO (1) WO1997039195A1 (no)

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK1311727T3 (da) * 2000-08-17 2008-10-13 Permavoid Ltd Vejbelægning med struktur-moduler
GB0129718D0 (en) * 2001-12-12 2002-01-30 Vencel Resil Ltd Retaining walls
US7160052B2 (en) * 2004-08-24 2007-01-09 The United States Of America As Represented By The Secretary Of The Army Paving system using arrays of vertically interlocking paving blocks
CN100427686C (zh) * 2004-10-11 2008-10-22 中铁四局集团第一工程有限公司 软土地基上高填方路基填筑方法
NL2001295C2 (nl) * 2008-02-19 2009-08-20 Dura Vermeer Business Dev B V Werkwijze ter vervaardiging van een constructie.
PT104125B (pt) * 2008-07-04 2010-05-28 Manuel Filipe Lourenco Serro Sistema monolítico de fundação em homopolímero/pavimento em agregados resistentes em configuração semi-contínua
NL2004245C2 (nl) * 2010-02-15 2011-08-16 Gemeentewerken Gemeente Rotterdam Funderingsconstructie, alsmede infrastructuur met een dergelijke funderingsconstructie.
CN102493303B (zh) * 2011-12-16 2014-03-19 何晓英 一种路基镶嵌拓宽方法
FI20125201L (fi) * 2012-02-21 2013-08-22 Finnfoam Oy Tierakenne ja menetelmä tierakenteen tukemiseksi
NL1039945C2 (nl) * 2012-12-12 2014-06-17 Milan Duå¡Kov Taludloze zettingarme lichtgewicht (spoor)wegophogingen en - verbredingen van eps met verticale zijkant(en).
US8770886B1 (en) * 2013-05-10 2014-07-08 Daniel Kotler Modular flooring system
US9783944B2 (en) * 2014-06-06 2017-10-10 Larry Ragsdale, JR. Berm or levee expansion system and method
US10240310B2 (en) 2014-06-06 2019-03-26 Larry J. Ragsdale, Jr. Berm or levee expansion system and method
JP6803135B2 (ja) * 2015-08-05 2020-12-23 アキレス株式会社 軽量盛土構造
US10538889B2 (en) 2017-05-24 2020-01-21 Larry J Ragsdale, Jr. Berm or levee expansion system and method
CN107245912B (zh) * 2017-07-03 2019-04-30 中国铁道科学研究院铁道建筑研究所 一种泡沫轻质土铁路路基结构及工法
CN108677637B (zh) * 2018-04-28 2020-12-08 中交三航局第三工程有限公司 一种预制混凝土管节加筋轻质土的路基填筑方法
RU2747181C1 (ru) * 2020-07-28 2021-04-28 федеральное государственное бюджетное образовательное учреждение высшего образования «Санкт-Петербургский горный университет» Способ возведения опорного основания дорожной одежды

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US238706A (en) * 1881-03-08 Pavement
US118216A (en) * 1871-08-22 Improvement in wooden pavements
US777860A (en) * 1903-06-12 1904-12-20 Frederic J Nash Road or pavement.
US1402942A (en) * 1917-03-07 1922-01-10 Harry G Jennison Pavement
US1636113A (en) * 1925-09-22 1927-07-19 Henry D Streator Pavement
US1636114A (en) * 1926-05-24 1927-07-19 Henry D Streator Pavement
CH419209A (fr) * 1965-04-20 1966-08-31 Cottier Roger Procédé de construction d'une route sur un mauvais terrain et route obtenue par la mise en oeuvre de ce procédé
DE2106723C3 (de) * 1971-02-12 1974-10-10 Deutsche Schachtbau- U. Tiefbohrgesellschaft Mbh, 4450 Lingen Verfahren zum Herstellen einer behelfsmäßigen Fahrbahn
DE2415023C3 (de) * 1974-03-28 1979-07-05 Lindemann Maschinenfabrik Gmbh, 4000 Duesseldorf Lärmschutzwall
FR2639663B1 (fr) * 1988-11-30 1992-04-10 Jacques Perrin Procede de construction d'un massif de construction allege et souple a partir de blocs elementaires de fragments de matieres comprimes
BE1005503A3 (fr) * 1990-11-16 1993-08-31 Brock Jean Jacques Pave encastrable destine au revetement de voiries et autres sols et voirie et autres sols revetus de tels paves.
EP0707117B1 (en) * 1993-03-31 2002-07-10 Société Civile des Brevets Henri Vidal Modular block retaining wall construction
US5624211A (en) * 1993-03-31 1997-04-29 Societe Civile Des Brevets Henri C. Vidal Modular block retaining wall construction and components
FR2720088B1 (fr) * 1994-05-20 1996-08-14 Screg Routes & Travaux Remblai allégé utilisant des matériaux recyclés.

Also Published As

Publication number Publication date
FR2747705B1 (fr) 1998-05-29
WO1997039195A1 (fr) 1997-10-23
EP0833988A1 (fr) 1998-04-08
JPH11508983A (ja) 1999-08-03
NO975908D0 (no) 1997-12-16
DE69709517D1 (de) 2002-02-14
ATE211788T1 (de) 2002-01-15
CA2225508A1 (fr) 1997-10-23
FR2747705A1 (fr) 1997-10-24
US6146054A (en) 2000-11-14
NO975908L (no) 1998-02-18

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