US3665720A - Method of stabilizing sand foundations under building works submerged in water - Google Patents

Method of stabilizing sand foundations under building works submerged in water Download PDF

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Publication number
US3665720A
US3665720A US35688A US3665720DA US3665720A US 3665720 A US3665720 A US 3665720A US 35688 A US35688 A US 35688A US 3665720D A US3665720D A US 3665720DA US 3665720 A US3665720 A US 3665720A
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US
United States
Prior art keywords
sand
hydraulic binder
water
grain
size distribution
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
US35688A
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English (en)
Inventor
Kaj Havno
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Christiani & Nielsen As
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Individual
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Filing date
Publication date
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Application granted granted Critical
Publication of US3665720A publication Critical patent/US3665720A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/34Foundations for sinking or earthquake territories
    • 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

Definitions

  • This invention relates to a method of stabilizing sand foundations under building works submerged in water, constructed by pumping in the sand under the building work.
  • the hydraulic binder used is, according to the invention, preferably a coarse-grained cement product having substantially the same grain-size distribution curve as the sand.
  • EXAMPLE Sand for filling in under a building work submerged in water is mixed with 2-5 percent by weight of a coarse-grained cement product.
  • the grain-size distribution of this material is substantially the same as that of the sand, as shown from the curves of the drawing.
  • Such coarsely grained cement is not the product of standard cement mills but can be obtained from specialized plants.
  • the finished foundation is subjected to heavy shocks which it turns out to withstand perfectly.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (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)
  • Agronomy & Crop Science (AREA)
  • Soil Sciences (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
US35688A 1969-12-11 1970-05-08 Method of stabilizing sand foundations under building works submerged in water Expired - Lifetime US3665720A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DK655869AA DK122000B (da) 1969-12-11 1969-12-11 Fremgangsmåde til stabilisering af sandfundamenter under vand.

Publications (1)

Publication Number Publication Date
US3665720A true US3665720A (en) 1972-05-30

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ID=8148878

Family Applications (1)

Application Number Title Priority Date Filing Date
US35688A Expired - Lifetime US3665720A (en) 1969-12-11 1970-05-08 Method of stabilizing sand foundations under building works submerged in water

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Country Link
US (1) US3665720A (da)
DK (1) DK122000B (da)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4571121A (en) * 1984-03-01 1986-02-18 Albert Bruce J Underwater erosion prevention and backfill system with barrier bag installation
WO1987005833A1 (en) * 1986-03-24 1987-10-08 Nomix Corporation Compositions and methods for no mix compounds
US4732782A (en) * 1986-03-24 1988-03-22 The Nomix Corporation Methods for applying no mix cements
US4747878A (en) * 1986-03-24 1988-05-31 Nomix Corporation Compositions and methods of making no mix cements
US4839115A (en) * 1987-05-21 1989-06-13 Nomix Corporation Methods for forming shapes or blocks of no mix cements
US4913862A (en) * 1987-05-21 1990-04-03 Nomix Corporation Methods for applying no mix plastic compounds
US5108790A (en) * 1986-03-24 1992-04-28 Babcock H Nash Methods of applying compositions of no mix compounds
US5219222A (en) * 1986-03-24 1993-06-15 Nomix Corporation Method of mixing particulate materials in a mixing column
US5286425A (en) * 1986-03-24 1994-02-15 Nomix Corporation Method of installing a cementitious composition
WO1998001630A1 (de) * 1996-07-05 1998-01-15 Bilfinger + Berger Bauaktiengesellschaft Kapillarsperre zur oberflächenabdichtung

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR425092A (fr) * 1911-01-21 1911-06-01 Armand Gabriel Considere Fondation sous l'eau
FR1111660A (fr) * 1954-09-21 1956-03-02 Cie Ind De Travaux Procédé d'établissement des fondations de machines, en dessous du niveau de l'eau
US3195314A (en) * 1962-02-26 1965-07-20 Degen Wilhelm Foundation method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR425092A (fr) * 1911-01-21 1911-06-01 Armand Gabriel Considere Fondation sous l'eau
FR1111660A (fr) * 1954-09-21 1956-03-02 Cie Ind De Travaux Procédé d'établissement des fondations de machines, en dessous du niveau de l'eau
US3195314A (en) * 1962-02-26 1965-07-20 Degen Wilhelm Foundation method

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4571121A (en) * 1984-03-01 1986-02-18 Albert Bruce J Underwater erosion prevention and backfill system with barrier bag installation
US5108790A (en) * 1986-03-24 1992-04-28 Babcock H Nash Methods of applying compositions of no mix compounds
WO1987005833A1 (en) * 1986-03-24 1987-10-08 Nomix Corporation Compositions and methods for no mix compounds
US4732781A (en) * 1986-03-24 1988-03-22 The Nomix Corporation Methods for applying no mix cements
US4732782A (en) * 1986-03-24 1988-03-22 The Nomix Corporation Methods for applying no mix cements
US4747878A (en) * 1986-03-24 1988-05-31 Nomix Corporation Compositions and methods of making no mix cements
JPH01500029A (ja) * 1986-03-24 1989-01-12 ノミックス コーポレーション 混合を不要とする組成物および方法
US5288439A (en) * 1986-03-24 1994-02-22 Nomix Corporation Method of installing a post
US5286425A (en) * 1986-03-24 1994-02-15 Nomix Corporation Method of installing a cementitious composition
US5219222A (en) * 1986-03-24 1993-06-15 Nomix Corporation Method of mixing particulate materials in a mixing column
US4839115A (en) * 1987-05-21 1989-06-13 Nomix Corporation Methods for forming shapes or blocks of no mix cements
AU615190B2 (en) * 1987-05-21 1991-09-26 Nomix Corporation, The Methods for forming no mix compositions
EP0292307A3 (en) * 1987-05-21 1990-11-22 Nomix Corporation Compositions and methods for no mix compounds
US4913862A (en) * 1987-05-21 1990-04-03 Nomix Corporation Methods for applying no mix plastic compounds
WO1998001630A1 (de) * 1996-07-05 1998-01-15 Bilfinger + Berger Bauaktiengesellschaft Kapillarsperre zur oberflächenabdichtung

Also Published As

Publication number Publication date
DK122000B (da) 1971-12-27

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