DE60302904D1 - Method for stabilizing a subsoil - Google Patents

Method for stabilizing a subsoil

Info

Publication number
DE60302904D1
DE60302904D1 DE60302904T DE60302904T DE60302904D1 DE 60302904 D1 DE60302904 D1 DE 60302904D1 DE 60302904 T DE60302904 T DE 60302904T DE 60302904 T DE60302904 T DE 60302904T DE 60302904 D1 DE60302904 D1 DE 60302904D1
Authority
DE
Germany
Prior art keywords
soil
injection
expanding substance
injected
expanding
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
DE60302904T
Other languages
German (de)
Inventor
Renato Canteri
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.)
Uretek SRL
Original Assignee
Uretek SRL
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 Uretek SRL filed Critical Uretek SRL
Application granted granted Critical
Publication of DE60302904D1 publication Critical patent/DE60302904D1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/48Foundations inserted underneath existing buildings or constructions

Abstract

A method for consolidating foundation soils, comprising the operative steps of drilling a plurality of holes (1) in the soil, injecting into the soil through each hole (1) at least an at least an expanding substance (6) in one or more injection points (5) to compact the soil in proximity to said injection points (5) and monitoring the level of the soil to determine its rise. Moreover, for injection in each injection point (5), a minimum quantity of expanding substance (6) to be injected is determined, both as a function of the conditions of the soil in proximity to the injection point (5), and of the characteristics of the expanding substance (6), the quantity of expanding substance (6) injected into the soil is measured and compared to the determined minimum quantity. The injection of the expanding substance (6) is stopped when the injected quantity is at least equal to the minimum quantity, and the soil has risen by a predetermined minimum value, the consolidation being deemed to be effected in that moment. Advantageously, the expanding substance can expand less than five times. <IMAGE>
DE60302904T 2003-11-25 2003-11-25 Method for stabilizing a subsoil Expired - Lifetime DE60302904D1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP03425756A EP1536069B1 (en) 2003-11-25 2003-11-25 A method of consolidating soil for foundation

Publications (1)

Publication Number Publication Date
DE60302904D1 true DE60302904D1 (en) 2006-01-26

Family

ID=34443156

Family Applications (1)

Application Number Title Priority Date Filing Date
DE60302904T Expired - Lifetime DE60302904D1 (en) 2003-11-25 2003-11-25 Method for stabilizing a subsoil

Country Status (6)

Country Link
EP (1) EP1536069B1 (en)
AT (1) ATE313666T1 (en)
DE (1) DE60302904D1 (en)
ES (1) ES2255666T3 (en)
PT (1) PT1536069E (en)
WO (1) WO2005054586A1 (en)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE552385T1 (en) * 2005-09-06 2012-04-15 Prematek Srl METHOD FOR CONSOLIDATING SOILS AND STABILIZING FOUNDATIONS
ATE539200T2 (en) * 2006-10-13 2012-01-15 Geosec S R L METHOD FOR HOMOGENIZING AND STABILIZING A BUILDING SOIL USING INJECTIONS
EP2209948B1 (en) * 2007-11-16 2015-07-15 Renato Canteri Method for the creation of a foundation pile
IT1391152B1 (en) * 2008-08-04 2011-11-18 Ve I Co Pal S R L METHOD OF DETECTION AND MONITORING OF THE INJECTION PHASE OF A CONSOLIDATION OF LAND OR FOUNDATIONS OR MANUFACTURED PROCESS.
WO2010059949A2 (en) * 2008-11-21 2010-05-27 Uretek Usa, Inc. Method and device for measuring underground pressure
ES2343055B1 (en) * 2009-01-20 2011-06-06 Alberto Gonzalo Carracedo PROCEDURE FOR THE REPAIR OF FOUNDATIONS OF AEROGENERATORS.
ITPD20110235A1 (en) 2011-07-07 2013-01-08 Geosec S R L METHOD OF CONSOLIDATION OF FOUNDATION AND / OR BUILDING AREAS
ITBZ20120043A1 (en) 2012-12-21 2014-06-22 Ilario Bridi PROCEDURE FOR THE CONSOLIDATION OF SANDY SHORT COATING
WO2017013014A1 (en) * 2015-07-17 2017-01-26 Thur S.R.L. Method for improving the mechanical and hydraulic characteristics of foundation grounds of existing built structures
ITUB20152280A1 (en) * 2015-07-17 2017-01-17 Thur Srl PROCEDURE FOR IMPROVING THE MECHANICAL AND HYDRAULIC CHARACTERISTICS OF FOUNDATIONS OF EXISTING MANUFACTURES.
KR101665377B1 (en) 2015-09-24 2016-10-12 문형록 Expandable composition for reinforcing foundation and method for reinforcing foundation using the same
KR20190048097A (en) 2017-10-30 2019-05-09 주식회사 골든포우 Expansion mat for ground subsidence emergency recovery
EP3724297A1 (en) * 2017-12-15 2020-10-21 Redrock Ventures B.V. Method for control of expansive grouting technique
US10760236B2 (en) 2017-12-15 2020-09-01 Redrock Ventures B.V. System and method for real-time displacement control using expansive grouting techniques

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI823299L (en) * 1982-09-27 1984-03-28 Uretaanitekniikka Oy PROCEDURE FOR THE PURPOSE OF BUCKETS
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
IT1286418B1 (en) * 1996-12-02 1998-07-08 Uretek Srl PROCEDURE TO INCREASE THE WEIGHT OF FOUNDATION LANDS FOR BUILDING CONSTRUCTIONS
DE19842072C1 (en) * 1998-09-15 1999-10-28 Martin Schoenberger Ground sealing and strengthening process, e.g. for use in tunneling or drain construction
JP3663077B2 (en) * 1999-05-11 2005-06-22 株式会社日東テクノ・グループ Compaction grouting construction management method and system
US6521673B1 (en) * 1999-11-03 2003-02-18 Polythane Systems, Inc. Composition and method for preparing polyurethanes and polyurethane foams

Also Published As

Publication number Publication date
EP1536069B1 (en) 2005-12-21
WO2005054586A1 (en) 2005-06-16
ATE313666T1 (en) 2006-01-15
PT1536069E (en) 2006-05-31
EP1536069A1 (en) 2005-06-01
ES2255666T3 (en) 2006-07-01

Similar Documents

Publication Publication Date Title
DE60302904D1 (en) Method for stabilizing a subsoil
ATE181384T1 (en) METHOD FOR INCREASING THE LOAD CAPACITY OF A FOUNDATION SOIL FOR BUILDINGS
ES2065204B1 (en) METHOD FOR OMNIDIRECTIONAL FORMATION OF AN IMPROVED LAND MASS AND THE CORRESPONDING TEAM.
ES2394415T3 (en) Soil consolidation procedure
CN108277795A (en) A kind of method of acid adding presoaking processing non-self centred graph ground
CN115824835A (en) Method for simply and conveniently determining shear strength parameters of roadbed soil under influence of freeze-thaw cycles
CN110206018A (en) A kind of induction type grouting construction method
KR20090074854A (en) A construction method for strengthening the ground using a grouting pack and an apparatus therefor
ATE552385T1 (en) METHOD FOR CONSOLIDATING SOILS AND STABILIZING FOUNDATIONS
Wu et al. Study on water characteristic curve and shear characteristics of typical unsaturated silty clay in Shaoxing
RU2059043C1 (en) Method for wetting massif of loess sagged soil
CN106753297A (en) A kind of anti-salt type polymer gel profile control agent
Islam et al. Effect of Rainfall Intensity and Duration on the Highway Slopes Reinforced with Recycled Plastic Pin
CN106795703B (en) C.G.S injection management index selection device for seismic hardening and quality management
Xie et al. Experimental study of groundwater level variation in soil slope using air-injection method
Shuttle et al. Prediction and validation of compaction grout effectiveness
de Andrade et al. Laboratory investigation of geogrout inclusion: the influence of the substitution ratio
Qiu et al. Effects of overconsolidation ratio on undrained shear strength of clay considering pressuremeter of limited length: cases study
Zhang et al. Study of influence of unsaturated seepage on stability of landslide.
Ojha et al. Modification of existing inverse auger hole method for measurement of saturated hydraulic conductivity
JP7064985B2 (en) Waste landfill press-fitting disposal method
Pyke Evolution of soil models since the 1970s
JP2000226982A5 (en)
Verma et al. Comparison of Saturated Hydraulic Conductivity of Reclaimed Sodic Soils by Inverse Auger Hole Methods with Different Bottom Geometries
Susanti et al. The Effect of Pile Reinforcement To Bearing Capacity On Design Physical Modelling Of Residual Slope

Legal Events

Date Code Title Description
8332 No legal effect for de