ITTO20050586A1 - PROCEDURE FOR CONSOLIDATING AND WATERPROOFING THE SOIL AROUND A GALLERY TO BE TAKEN UNDER AN ACQUIFERA FALSE - Google Patents

PROCEDURE FOR CONSOLIDATING AND WATERPROOFING THE SOIL AROUND A GALLERY TO BE TAKEN UNDER AN ACQUIFERA FALSE

Info

Publication number
ITTO20050586A1
ITTO20050586A1 IT000586A ITTO20050586A ITTO20050586A1 IT TO20050586 A1 ITTO20050586 A1 IT TO20050586A1 IT 000586 A IT000586 A IT 000586A IT TO20050586 A ITTO20050586 A IT TO20050586A IT TO20050586 A1 ITTO20050586 A1 IT TO20050586A1
Authority
IT
Italy
Prior art keywords
acquifera
gallery
consolidating
waterproofing
false
Prior art date
Application number
IT000586A
Other languages
Italian (it)
Original Assignee
Trevi Spa
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 Trevi Spa filed Critical Trevi Spa
Priority to IT000586A priority Critical patent/ITTO20050586A1/en
Priority to AT06119250T priority patent/ATE465324T1/en
Priority to DE602006013757T priority patent/DE602006013757D1/en
Priority to EP06119250A priority patent/EP1757771B1/en
Publication of ITTO20050586A1 publication Critical patent/ITTO20050586A1/en

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
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/001Improving soil or rock, e.g. by freezing; Injections

Abstract

A set of primary blocks of artificial conglomerate (10, 11) spaced apart from each other around the portion of ground (T) which has to be excavated is formed using jet grouting techniques in a vertical plane transverse to the axis of the tunnel which has to be excavated. A set of infill blocks of artificial conglomerate (20, 21) each located between two consecutive primary blocks in order to firmly connect them together is then formed. Each infill block has an outer portion (22) which extends over the outer surfaces (13-16) of two consecutive primary blocks (10, 11). A continuous closed ring structure is thus obtained. By repeating these operations alongside the structure already formed, a continuous tubular structure of artificial conglomerate is obtained.
IT000586A 2005-08-23 2005-08-23 PROCEDURE FOR CONSOLIDATING AND WATERPROOFING THE SOIL AROUND A GALLERY TO BE TAKEN UNDER AN ACQUIFERA FALSE ITTO20050586A1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
IT000586A ITTO20050586A1 (en) 2005-08-23 2005-08-23 PROCEDURE FOR CONSOLIDATING AND WATERPROOFING THE SOIL AROUND A GALLERY TO BE TAKEN UNDER AN ACQUIFERA FALSE
AT06119250T ATE465324T1 (en) 2005-08-23 2006-08-21 METHOD FOR CONSOLIDATING AND WATERPROOFING THE FLOOR AROUND A TUNNEL
DE602006013757T DE602006013757D1 (en) 2005-08-23 2006-08-21 Method of consolidating and sealing the soil around a tunnel
EP06119250A EP1757771B1 (en) 2005-08-23 2006-08-21 Method for consolidating and impermeabilizing the ground around a tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT000586A ITTO20050586A1 (en) 2005-08-23 2005-08-23 PROCEDURE FOR CONSOLIDATING AND WATERPROOFING THE SOIL AROUND A GALLERY TO BE TAKEN UNDER AN ACQUIFERA FALSE

Publications (1)

Publication Number Publication Date
ITTO20050586A1 true ITTO20050586A1 (en) 2007-02-24

Family

ID=37430802

Family Applications (1)

Application Number Title Priority Date Filing Date
IT000586A ITTO20050586A1 (en) 2005-08-23 2005-08-23 PROCEDURE FOR CONSOLIDATING AND WATERPROOFING THE SOIL AROUND A GALLERY TO BE TAKEN UNDER AN ACQUIFERA FALSE

Country Status (4)

Country Link
EP (1) EP1757771B1 (en)
AT (1) ATE465324T1 (en)
DE (1) DE602006013757D1 (en)
IT (1) ITTO20050586A1 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010036901A1 (en) * 2010-08-06 2012-02-09 Universale Grund- Und Sonderbau Gmbh Method for mounting nozzle jet floor, involves lifting nozzle jet lance with part of holes in bore hole up to depth, and bringing column to form reinforcer, where column is vertically arranged at distance from nozzle jet floor
CN106351215A (en) * 2016-10-12 2017-01-25 青海省公路建设管理局 Method for supporting aeolian sand tunnel entrance arch door frame type jet grouting pile
CN107013231B (en) * 2017-05-07 2021-05-25 中铁十八局集团有限公司 Construction method for controlling grouting reinforcement range in large-porosity giant rock pile loose body
CN106930769A (en) * 2017-05-07 2017-07-07 中铁十八局集团有限公司 One kind is for specific region direction and location grouting strengthening method in the huge talus loose media of macroporosity
CN111236951A (en) * 2020-02-22 2020-06-05 中铁十九局集团第六工程有限公司 Method for reinforcing secant pile at tunnel portal section of aeolian sand stratum
CN112031706B (en) * 2020-08-20 2022-04-29 北京大地高科地质勘查有限公司 Efficient grouting equipment for plugging horizontal well cracks
CN112982371A (en) * 2021-02-08 2021-06-18 中国电建集团北京勘测设计研究院有限公司 Seepage-proofing method for large underground cavern by adopting advanced grouting sealing

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56115415A (en) * 1980-02-19 1981-09-10 Hazama Gumi Ltd Improvement method for subsoil
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
DE19617196C1 (en) * 1996-04-29 1997-06-26 Carbotech Berg Tunnelbausyst Sealing-solidifying agent injection system in ground or rock, e.g. two-ingredient fast-reacting agent, esp. polyurethane
JPH10205274A (en) 1997-01-20 1998-08-04 Maeda Corp Method of tunnel-bedrock pre-reinforcement construction from pilot heading
CA2315468A1 (en) * 2000-08-10 2002-02-10 Thermax International Corp. Multi grouting system
BE1015173A5 (en) * 2002-11-06 2004-10-05 Chiaverotti Bvba METHOD FOR BUILDING A revetment.

Also Published As

Publication number Publication date
ATE465324T1 (en) 2010-05-15
DE602006013757D1 (en) 2010-06-02
EP1757771A3 (en) 2007-10-24
EP1757771B1 (en) 2010-04-21
EP1757771A2 (en) 2007-02-28

Similar Documents

Publication Publication Date Title
ITTO20050586A1 (en) PROCEDURE FOR CONSOLIDATING AND WATERPROOFING THE SOIL AROUND A GALLERY TO BE TAKEN UNDER AN ACQUIFERA FALSE
EA200000883A1 (en) METHOD OF CONSTRUCTION, REPAIR AND / OR LIQUIDATION OF WELLS
CN108756894A (en) Tunnel micro- three step top Core Soil construction
CN108005660A (en) A kind of Optimization of Expressway Tunnel Construction method
CN109681210A (en) A kind of two side-wall pilot tunnel of section bored tunnel construction
CN107288642A (en) PBA construction technologies
CN105649093A (en) Arch fixing rack for highway/railway tunnel and manufacturing method of arch fixing rack
CN103899318A (en) Medium ground tunnel milling excavating and mating mechanized construction method
CN208965598U (en) The Anti-seeping technology structure of grout curtain and underground chamber intersection area
CN103867209A (en) Method of layered and segmental construction, excavation and holing of transverse passages of vertical shaft of metro
CN110259490A (en) A kind of Underground Subway Station construction method
CN106120822B (en) A kind of method for protecting support and device that prevent mud stone from coming down
ATE216026T1 (en) ARCH SUPPORT STRUCTURE
CN208137097U (en) Prefabricated seepage well
CN209040840U (en) A kind of evagination semi shield oil cylinder and mud water balance push bench
CN207176733U (en) Control basis and the joint waterproofing construction of earthen fill zone open trench tunnel differential settlement
Skuodis et al. The engineering geological and geotechnical conditions of Gediminas Hill (Vilnius, Lithuania): an update
CN203320556U (en) Shock-resistant subsea tunnel
CN109854250B (en) Construction method for loess tunnel wall-adhering hole
CN208501694U (en) A kind of prefabricated component for close to type foundation pit
CN207363687U (en) Material for shallow-buried sector transports system
RU52926U1 (en) TUNNEL ASSEMBLY LINE (OPTIONS)
CN109440787A (en) The structure and method of engineering slope and underground chamber excavation and support simultaneously in a kind of Toppling Deformation rock mass
CN105156139A (en) Method for three-dimensional support by using long, medium, and short anchor rods
CN220059451U (en) Civil engineering pile foundation drill bit