NO20062586L - Method for Increasing the Strength of a Ground Volume, Especially for Holding and Stopping Excavation Surfaces - Google Patents
Method for Increasing the Strength of a Ground Volume, Especially for Holding and Stopping Excavation SurfacesInfo
- Publication number
- NO20062586L NO20062586L NO20062586A NO20062586A NO20062586L NO 20062586 L NO20062586 L NO 20062586L NO 20062586 A NO20062586 A NO 20062586A NO 20062586 A NO20062586 A NO 20062586A NO 20062586 L NO20062586 L NO 20062586L
- Authority
- NO
- Norway
- Prior art keywords
- ground
- strength
- increasing
- volume
- holding
- Prior art date
Links
Classifications
-
- 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
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
S a m m e n d r a g Fremgangsmåte for å øke styrken i et grunnvolum, spesielt å holde og støtte utgravingsflater som omfatter i det minste et forsterkningstrinn som består i å fremstille en flerhet gjensidige avdelte forsterkningshull anordnet hovedsakelig vertikalt eller hellende med hensyn til en vertikal retning i grunnvolumet som skal forsterkes; forsterkningselementer injiseres så i forsterkningshullene og låses i grunnen ved å injisere i forsterkningshullene et syntetisk låsestoff som ekspanderer ved kjemisk reaksjon. Fremgangsmåten kan eventuelt også omfatte et trinn for å konsolidere grunnvolumet ved injeksjon i injeksjonshull som er anordnet vertikalt eller hellende med hensyn til vertikalen, og er dannet i forkant i grunnen, et syntetisk konsolideringsstoff som ekspanderer ved kjemisk reaksjon.Method of increasing the strength of a ground volume, in particular holding and supporting excavation surfaces comprising at least one reinforcing step consisting of producing a plurality of mutually separated reinforcement holes arranged substantially vertically or inclined with respect to a vertical direction in the ground volume to be reinforced. ; reinforcing elements are then injected into the reinforcement holes and locked into the ground by injecting into the reinforcement holes a synthetic locking substance which expands by chemical reaction. The method may optionally also comprise a step of consolidating the base volume by injection into injection holes which are arranged vertically or inclined with respect to the vertical, and formed in advance in the ground, a synthetic consolidation substance which expands by chemical reaction.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT002154A ITMI20032154A1 (en) | 2003-11-07 | 2003-11-07 | PROCEDURE TO INCREASE THE RESISTANCE OF A VOLUME |
PCT/EP2004/009973 WO2005045137A1 (en) | 2003-11-07 | 2004-09-07 | Method for increasing the strength of a volume of soil, particularly for containing and supporting excavation faces |
Publications (1)
Publication Number | Publication Date |
---|---|
NO20062586L true NO20062586L (en) | 2006-08-07 |
Family
ID=34566908
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NO20062586A NO20062586L (en) | 2003-11-07 | 2006-06-02 | Method for Increasing the Strength of a Ground Volume, Especially for Holding and Stopping Excavation Surfaces |
Country Status (10)
Country | Link |
---|---|
US (1) | US20070031195A1 (en) |
EP (1) | EP1687487A1 (en) |
JP (1) | JP2007510080A (en) |
KR (1) | KR20060109462A (en) |
CN (1) | CN1878916A (en) |
AU (1) | AU2004287921A1 (en) |
CA (1) | CA2544710A1 (en) |
IT (1) | ITMI20032154A1 (en) |
NO (1) | NO20062586L (en) |
WO (1) | WO2005045137A1 (en) |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013509517A (en) * | 2009-11-04 | 2013-03-14 | ビーエイチピー・ビリトン・エスエスエム・ディベロプメント・ピーティーワイ・エルティーディー | An improved underground pit |
CN102587361B (en) * | 2012-03-27 | 2014-11-19 | 河海大学 | Polymer material grouted wedge precast pile construction method |
FR2995918B1 (en) * | 2012-09-27 | 2014-10-17 | Soletanche Freyssinet | METHOD FOR PRODUCING AN ARMED STRUCTURE IN A SOIL |
US9738830B2 (en) * | 2014-10-23 | 2017-08-22 | Worcester Polytechnic Institute | Non-calcium geopolymer stabilizer |
US10760236B2 (en) * | 2017-12-15 | 2020-09-01 | Redrock Ventures B.V. | System and method for real-time displacement control using expansive grouting techniques |
US10520111B2 (en) | 2018-06-04 | 2019-12-31 | Airlift Concrete Experts, LLC | System and method for straightening underground pipes |
CN109855987B (en) * | 2019-03-28 | 2021-03-09 | 华侨大学 | Tunnel mud gushing and dredging horizontal high-pressure grouting hole spacing prediction method |
HU5096U (en) * | 2019-04-08 | 2019-12-30 | Toekes Miklos Attila | Tool for aeration of soil |
WO2023163739A1 (en) * | 2022-02-25 | 2023-08-31 | Nuevopoly, Llc | Composite structural material |
IT202200003713A1 (en) | 2022-03-02 | 2023-09-02 | Stefano Pederzolli | ROAD PARK CONSOLIDATION SYSTEM |
Family Cites Families (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2627169A (en) * | 1946-07-15 | 1953-02-03 | Koehring Co | Method of producing stabilization in soil masses |
US3386251A (en) * | 1966-05-23 | 1968-06-04 | Griffin Wellpoint Corp | Method of strengthening and stabilizing compressible soils |
US4370077A (en) * | 1980-08-04 | 1983-01-25 | Colgate Stirling A | Method of pressurizing and stabilizing rock by periodic and repeated injections of a settable fluid of finite gel strength |
DE3307619A1 (en) * | 1983-03-03 | 1984-10-11 | Gkn Keller Gmbh, 6050 Offenbach | INJECTION METHODS FOR IMPROVING THE SOIL IN LOCKED STOCK BY INJECTING A QUICKLY HARDENING INJECTION DIMENSION INTO WATERPROOF OR MINIMUM WATERPROOF, THEREFORE IN BINDING SOILS |
JP2673153B2 (en) * | 1989-02-17 | 1997-11-05 | 清水建設株式会社 | Earth bolt reinforcement method |
US5181797A (en) * | 1992-01-29 | 1993-01-26 | Circeo Jr Louis J | In-situ soil stabilization method and apparatus |
JP2982989B2 (en) * | 1992-02-12 | 1999-11-29 | 岡部株式会社 | Hard urethane foam injection method using hollow bolts and chemical liquid injector |
JPH05272126A (en) * | 1992-03-21 | 1993-10-19 | Okabe Co Ltd | Natural ground consolidating method |
JPH09137444A (en) * | 1995-11-13 | 1997-05-27 | Yuichiro Takahashi | Preventive method of disaster caused by liquefaction phenomena generating in loose sand or sandy ground in earthquake, and restoration work of damaged ground |
US5800090A (en) * | 1996-04-09 | 1998-09-01 | Geotechnics America, Inc. | Apparatus and method for liquefaction remediation of liquefiable soils |
US5779397A (en) * | 1996-05-24 | 1998-07-14 | Takemiya; Hirokazu | Method of improving soil body against vibration and liquefaction |
IT1286418B1 (en) * | 1996-12-02 | 1998-07-08 | Uretek Srl | PROCEDURE TO INCREASE THE WEIGHT OF FOUNDATION LANDS FOR BUILDING CONSTRUCTIONS |
ITMI20012496A1 (en) * | 2001-11-27 | 2003-05-27 | Uretek Srl | PROCEDURE FOR THE CONSOLIDATION OF FOUNDATION LANDS OR FOR THE LIFTING OF STRONG WEIGHTS OR LARGE SIZES, WHICH NEC |
JP3467266B1 (en) * | 2002-09-17 | 2003-11-17 | 俊多 白石 | Prevention of ground liquefaction due to earthquake and facilities used for this method |
EP1565620A1 (en) * | 2002-11-13 | 2005-08-24 | E. Mete Erdemgil | Method for reducing the liquefaction potential of foundation soils |
US7090440B1 (en) * | 2005-03-31 | 2006-08-15 | Richard Dovovan Short | Method and device for stabilizing slopes |
-
2003
- 2003-11-07 IT IT002154A patent/ITMI20032154A1/en unknown
-
2004
- 2004-09-07 JP JP2006538667A patent/JP2007510080A/en active Pending
- 2004-09-07 CN CNA2004800327836A patent/CN1878916A/en active Pending
- 2004-09-07 KR KR1020067008828A patent/KR20060109462A/en not_active Application Discontinuation
- 2004-09-07 WO PCT/EP2004/009973 patent/WO2005045137A1/en active Application Filing
- 2004-09-07 AU AU2004287921A patent/AU2004287921A1/en not_active Abandoned
- 2004-09-07 US US10/577,386 patent/US20070031195A1/en not_active Abandoned
- 2004-09-07 CA CA002544710A patent/CA2544710A1/en not_active Abandoned
- 2004-09-07 EP EP04764916A patent/EP1687487A1/en not_active Withdrawn
-
2006
- 2006-06-02 NO NO20062586A patent/NO20062586L/en not_active Application Discontinuation
Also Published As
Publication number | Publication date |
---|---|
AU2004287921A1 (en) | 2005-05-19 |
EP1687487A1 (en) | 2006-08-09 |
WO2005045137A1 (en) | 2005-05-19 |
ITMI20032154A1 (en) | 2005-05-08 |
CA2544710A1 (en) | 2005-05-19 |
US20070031195A1 (en) | 2007-02-08 |
JP2007510080A (en) | 2007-04-19 |
CN1878916A (en) | 2006-12-13 |
KR20060109462A (en) | 2006-10-20 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
FC2A | Withdrawal, rejection or dismissal of laid open patent application |