GB663142A - Method for the consolidation and/or the stabilisation of soils - Google Patents

Method for the consolidation and/or the stabilisation of soils

Info

Publication number
GB663142A
GB663142A GB23906/49A GB2390649A GB663142A GB 663142 A GB663142 A GB 663142A GB 23906/49 A GB23906/49 A GB 23906/49A GB 2390649 A GB2390649 A GB 2390649A GB 663142 A GB663142 A GB 663142A
Authority
GB
United Kingdom
Prior art keywords
soil
membrane
water
laid
treated
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
GB23906/49A
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to GB23906/49A priority Critical patent/GB663142A/en
Publication of GB663142A publication Critical patent/GB663142A/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
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting
    • E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
    • B01D24/02—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration
    • B01D24/20—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration the filtering material being provided in an open container
    • B01D24/26—Upward filtration
    • B01D24/263—Upward filtration the filtering material being supported by pervious surfaces
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
    • B01D24/02—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration
    • B01D24/20—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration the filtering material being provided in an open container
    • B01D24/26—Upward filtration
    • B01D24/266—Upward filtration the container having distribution or collection headers or pervious conduits
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
    • B01D24/48—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof integrally combined with devices for controlling the filtration
    • B01D24/4807—Handling the filter cake for purposes other than regenerating
    • B01D24/4823—Handling the filter cake for purposes other than regenerating for drying
    • B01D24/483—Handling the filter cake for purposes other than regenerating for drying by compression
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
    • B01D24/46—Regenerating the filtering material in the filter
    • B01D24/4605—Regenerating the filtering material in the filter by scrapers, brushes, nozzles or the like placed on the cake-side of the stationary filtering material and only contacting the external layer
    • B01D24/461—Regenerating the filtering material in the filter by scrapers, brushes, nozzles or the like placed on the cake-side of the stationary filtering material and only contacting the external layer by scrapers

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Chemical & Material Sciences (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Soil Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

663,142. Soil hardening; pile driving. KJELLMAN, W. Sept. 16, 1949. No. 23906/49. Classes 68 (i) and 68 (ii). Soil is compressed or stabilised by placing over the surface to be treated an airtight membrane 4, the edges of which are tightly secured down to the soil, and applying suction to the soil beneath the membrane to remove air and water in the system of pores and interstices in the soil which is now separated from the atmosphere. The excess pressure over that within the soil compacts the soil. The membrane may be a layer of asphalt, or rolls of air-tight material which are laid in overlapping relation, the joint seams being rendered airtight, or, when the surface is below water, a deposited suspension of clay. A horizontal filter 8 may be laid between the membrane and the ground to be treated and vertically disposed drain pipes may lead into it. The edges of the membrane may be laid in a trench and sealed by a layer of water filling the trench, the water being that which is drained from the soil being treated. When piles do not reach to a solid bottom, the soil in the vicinity of each pile may be stabilised by applying this method locally.
GB23906/49A 1949-09-16 1949-09-16 Method for the consolidation and/or the stabilisation of soils Expired GB663142A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB23906/49A GB663142A (en) 1949-09-16 1949-09-16 Method for the consolidation and/or the stabilisation of soils

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB23906/49A GB663142A (en) 1949-09-16 1949-09-16 Method for the consolidation and/or the stabilisation of soils

Publications (1)

Publication Number Publication Date
GB663142A true GB663142A (en) 1951-12-19

Family

ID=10203215

Family Applications (1)

Application Number Title Priority Date Filing Date
GB23906/49A Expired GB663142A (en) 1949-09-16 1949-09-16 Method for the consolidation and/or the stabilisation of soils

Country Status (1)

Country Link
GB (1) GB663142A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2225603A (en) * 1988-12-05 1990-06-06 Albert Abraham Katz Landfill compaction
FR2653463A1 (en) * 1989-10-25 1991-04-26 Setec Geotechnique Process for accelerated consolidation of dredged soft muds poured as filling on areas provided with means of drainage
NL1001731C2 (en) * 1995-11-23 1997-05-27 Hollandsche Betongroep Nv Method for withdrawing a liquid from a mixture.
EP0891453A1 (en) * 1996-04-09 1999-01-20 Geotechnics America, Inc. Apparatus and method for liquefaction remediation of liquefiable soils
GB2338006A (en) * 1998-06-02 1999-12-08 Isis Innovation Consolidation of sedimentary beds
EP1360150A1 (en) * 2001-01-19 2003-11-12 Willie W. Stroup Apparatus and methods for separating liquids from solids
CN116905525A (en) * 2023-09-12 2023-10-20 天津建城基业管桩有限公司 Prestressed hollow pile foundation pit supporting structure

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2225603A (en) * 1988-12-05 1990-06-06 Albert Abraham Katz Landfill compaction
FR2653463A1 (en) * 1989-10-25 1991-04-26 Setec Geotechnique Process for accelerated consolidation of dredged soft muds poured as filling on areas provided with means of drainage
NL1001731C2 (en) * 1995-11-23 1997-05-27 Hollandsche Betongroep Nv Method for withdrawing a liquid from a mixture.
EP0775512A1 (en) * 1995-11-23 1997-05-28 Hollandsche Beton Groep N.V. Method for removing a liquid from a mixture
EP0891453A1 (en) * 1996-04-09 1999-01-20 Geotechnics America, Inc. Apparatus and method for liquefaction remediation of liquefiable soils
EP0891453A4 (en) * 1996-04-09 1999-07-28 Geotechnics America Inc Apparatus and method for liquefaction remediation of liquefiable soils
GB2338006A (en) * 1998-06-02 1999-12-08 Isis Innovation Consolidation of sedimentary beds
EP1360150A1 (en) * 2001-01-19 2003-11-12 Willie W. Stroup Apparatus and methods for separating liquids from solids
EP1360150A4 (en) * 2001-01-19 2004-12-01 Willie W Stroup Apparatus and methods for separating liquids from solids
CN116905525A (en) * 2023-09-12 2023-10-20 天津建城基业管桩有限公司 Prestressed hollow pile foundation pit supporting structure
CN116905525B (en) * 2023-09-12 2023-12-29 天津建城基业管桩有限公司 Prestressed hollow pile foundation pit supporting structure

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