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GB1257569A - - Google Patents

Info

Publication number
GB1257569A
GB1257569A GB1335069A GB1257569DA GB1257569A GB 1257569 A GB1257569 A GB 1257569A GB 1335069 A GB1335069 A GB 1335069A GB 1257569D A GB1257569D A GB 1257569DA GB 1257569 A GB1257569 A GB 1257569A
Authority
GB
United Kingdom
Prior art keywords
cracks
holes
shaft
fracturing
drilling
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
Application number
GB1335069A
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 filed Critical
Publication of GB1257569A publication Critical patent/GB1257569A/en
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00—Keeping dry foundation sites or other areas in the ground
    • E02D19/06—Restraining of underground water
    • E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
    • E02D19/16—Restraining of underground water by damming or interrupting the passage of underground water by placing or applying sealing substances
    • 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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Soil Sciences (AREA)
  • Agronomy & Crop Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

1,257,569. Wells etc.; barrier walls in permeable strata. THYSSEN (GREAT BRITAIN) Ltd., SHAFT SINKERS (PTY) Ltd., TAYLOR WOODROW CONSTRUCTION Ltd., and BOART DRILLING & CONTRACTING Ltd. 10 June, 1970 [13 March, 1969], No. 13350/69. Headings E1F and E1H. A waterproof barrier is formed in the ground by fracturing the ground to form cracks and injecting grout into the cracks. A mine shaft is formed by drilling two circles of holes 11 (Fig. 2) fracturing the space between the circles over the depth which the barrier is to. extend and injecting chemical or cement grout into the cracks. The cracks which may be held open by sand may be formed by use of elongated shaped charges, by injecting fluid under pressure, by mechanical wedging, or by water hammer effect. Additional holes 14 are drilled, and cracks 15 are formed and grouted to form a shaft bottom. As shown in Fig. 3 a shaft is sank through impermeable strata to a level 20, holes 21 are drilled and waterproof barriers 22, 23, are formed, the shaft is sunk to a level 24, further holes 25 are drilled and barriers 26, 27 are formed, and the process of drilling, fracturing, grouting and excavating is repeated as necessary. A tunnel may be extended through a permeable layer of the strata by a technique similar to that described with reference to Fig. 3. Before building a dam 40 cut-off curtains 41, 42 are formed by drilling holes 43, fracturing and grouting. (For Figures see next page)
GB1335069A 1969-03-13 1969-03-13 Expired GB1257569A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB1335069 1969-03-13

Publications (1)

Publication Number Publication Date
GB1257569A true GB1257569A (en) 1971-12-22

Family

ID=10021359

Family Applications (1)

Application Number Title Priority Date Filing Date
GB1335069A Expired GB1257569A (en) 1969-03-13 1969-03-13

Country Status (4)

Country Link
US (1) US3688507A (en)
DE (1) DE2011823A1 (en)
GB (1) GB1257569A (en)
ZA (1) ZA701717B (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3407382A1 (en) * 1984-02-29 1985-08-29 Ed. Züblin AG, 7000 Stuttgart METHOD FOR NOcturnal UNDERGROUND SEALING, PREFERREDLY OF LANDSCAPES, AND DEVICE FOR IMPLEMENTING SUCH A METHOD
DE3501128A1 (en) * 1985-01-15 1986-07-17 Gkn Keller Gmbh, 6050 Offenbach SEALING AND THEIR MANUFACTURING METHOD FOR THE CREATION OF STRENGTHABLE, DEGRADABLE GROUND DIMENSIONS FOR THE EXECUTION OF UNDERGROUND CONSTRUCTIONS, LIKE CAVITY BUILDINGS OR THE LIKE.
CN102003191A (en) * 2010-10-15 2011-04-06 河北钢铁集团矿业有限公司 Mine curtain grouting effect determining method
CN108589735A (en) * 2018-05-10 2018-09-28 广州地铁设计研究院有限公司 A kind of Tunnel gushing treatment method
CN110424434A (en) * 2019-07-26 2019-11-08 中冶集团武汉勘察研究院有限公司 For filling out the stirring pile water stopping curtain and construction method in the deep area Kuai Shi in sea
CN112411286A (en) * 2020-11-09 2021-02-26 安徽省新路建设工程集团有限责任公司 Active highway embankment grouting reinforcement structure and construction method
CN112855214A (en) * 2021-02-03 2021-05-28 中煤科工集团西安研究院有限公司 Construction method of hidden type water interception curtain for deeply-buried loose confined aquifer

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4305463A (en) * 1979-10-31 1981-12-15 Oil Trieval Corporation Oil recovery method and apparatus
US4065927A (en) * 1975-01-20 1978-01-03 Continental Oil Company Method for blocking gas flow in a coal seam
HU176470B (en) * 1976-04-07 1981-03-28 Banyaszati Kutato Intezet Method for preventnve protecting from water inrushing underground holes
US4900196A (en) * 1987-11-20 1990-02-13 Iit Research Institute Confinement in porous material by driving out water and substituting sealant
US5542782A (en) * 1991-06-24 1996-08-06 Halliburton Nus Environmental Corp. Method and apparatus for in situ installation of underground containment barriers under contaminated lands
US5765965A (en) * 1991-06-24 1998-06-16 Halliburton Nus Corporation Apparatus for in situ installation of underground containment barriers under contaminated lands
US5957624A (en) * 1991-06-24 1999-09-28 Lockheed Martin Idaho Technologies Company Apparatus and method for in Situ installation of underground containment barriers under contaminated lands
IT1302588B1 (en) * 1998-10-02 2000-09-29 Enitecnologie Spa PROCEDURE FOR THE PREPARATION OF WATERPROOF CONTAINMENT BARRIERS
CN102767371B (en) * 2012-06-25 2015-05-20 西安科技大学 Method for realizing water-preserved mining by utilizing curtain grouting technology
CN102878874A (en) * 2012-10-09 2013-01-16 北京科技大学 Deep-hole pre-splitting blasting grouting method
CN104963670A (en) * 2015-05-18 2015-10-07 太原理工大学 Method for expanding and increasing permeability of hole volumes for drilling in underground coal seam
NL2016185B1 (en) * 2016-01-29 2017-08-10 Halpa Intellectual Properties B V Method for counteracting land subsidence in the vicinity of an underground reservoir.
CN111852513A (en) * 2020-07-29 2020-10-30 中国矿业大学 A construction method for forming a water-proof grouting curtain in a water-rich pore rock formation by blasting
CN113340169B (en) * 2021-06-11 2022-09-06 中铁十八局集团有限公司 Joint fissure surrounding rock smooth blasting method
CN115961648A (en) * 2023-02-27 2023-04-14 长江勘测规划设计研究有限责任公司 High-standard vertical anti-seepage treatment method for special sites

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1009159A (en) * 1911-08-14 1911-11-21 Gwylim S Lodwick Method of forming wells.
US1449236A (en) * 1922-09-21 1923-03-20 Adolph W Malone Method of providing anchorages
US2313109A (en) * 1939-12-18 1943-03-09 Louis S Wertz Process of treating porous masses
US2627169A (en) * 1946-07-15 1953-02-03 Koehring Co Method of producing stabilization in soil masses
US2591807A (en) * 1947-08-23 1952-04-08 Haskell M Greene Oil well cementing
US3062294A (en) * 1959-11-13 1962-11-06 Gulf Research Development Co Apparatus for fracturing a formation
US3026096A (en) * 1960-04-12 1962-03-20 Fmc Corp Methods for controlling underground water
US3208525A (en) * 1962-06-25 1965-09-28 Exxon Production Research Co Recompletion of wells
US3289762A (en) * 1963-12-26 1966-12-06 Halliburton Co Multiple fracturing in a well
US3300984A (en) * 1966-07-05 1967-01-31 Arthur L Armentrout Subterranean dam and method of making the same
US3431977A (en) * 1967-07-24 1969-03-11 Pan American Petroleum Corp Forming fractures in the desired direction in earth formations

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3407382A1 (en) * 1984-02-29 1985-08-29 Ed. Züblin AG, 7000 Stuttgart METHOD FOR NOcturnal UNDERGROUND SEALING, PREFERREDLY OF LANDSCAPES, AND DEVICE FOR IMPLEMENTING SUCH A METHOD
DE3501128A1 (en) * 1985-01-15 1986-07-17 Gkn Keller Gmbh, 6050 Offenbach SEALING AND THEIR MANUFACTURING METHOD FOR THE CREATION OF STRENGTHABLE, DEGRADABLE GROUND DIMENSIONS FOR THE EXECUTION OF UNDERGROUND CONSTRUCTIONS, LIKE CAVITY BUILDINGS OR THE LIKE.
DE3501128C3 (en) * 1985-01-15 1998-11-12 Keller Grundbau Gmbh Sealing for the execution of underground structures
CN102003191A (en) * 2010-10-15 2011-04-06 河北钢铁集团矿业有限公司 Mine curtain grouting effect determining method
CN108589735A (en) * 2018-05-10 2018-09-28 广州地铁设计研究院有限公司 A kind of Tunnel gushing treatment method
CN110424434A (en) * 2019-07-26 2019-11-08 中冶集团武汉勘察研究院有限公司 For filling out the stirring pile water stopping curtain and construction method in the deep area Kuai Shi in sea
CN110424434B (en) * 2019-07-26 2021-09-07 中冶集团武汉勘察研究院有限公司 Stirring pile waterproof curtain for sea filling deep block stone area and construction method
CN112411286A (en) * 2020-11-09 2021-02-26 安徽省新路建设工程集团有限责任公司 Active highway embankment grouting reinforcement structure and construction method
CN112855214A (en) * 2021-02-03 2021-05-28 中煤科工集团西安研究院有限公司 Construction method of hidden type water interception curtain for deeply-buried loose confined aquifer

Also Published As

Publication number Publication date
DE2011823A1 (en) 1970-10-08
US3688507A (en) 1972-09-05
ZA701717B (en) 1971-04-28

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Legal Events

Date Code Title Description
PS Patent sealed [section 19, patents act 1949]
PLNP Patent lapsed through nonpayment of renewal fees