US2138713A - Process of solidifying soil - Google Patents

Process of solidifying soil Download PDF

Info

Publication number
US2138713A
US2138713A US103056A US10305636A US2138713A US 2138713 A US2138713 A US 2138713A US 103056 A US103056 A US 103056A US 10305636 A US10305636 A US 10305636A US 2138713 A US2138713 A US 2138713A
Authority
US
United States
Prior art keywords
soil
composition
subsoil
fibrous
solidifying soil
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
US103056A
Inventor
Francis D Sullivan
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
Priority claimed from US556466A external-priority patent/US2274566A/en
Application filed by Individual filed Critical Individual
Priority to US103056A priority Critical patent/US2138713A/en
Application granted granted Critical
Publication of US2138713A publication Critical patent/US2138713A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K17/00Soil-conditioning materials or soil-stabilising materials
    • C09K17/14Soil-conditioning materials or soil-stabilising materials containing organic compounds only
    • C09K17/18Prepolymers; Macromolecular compounds
    • C09K17/34Bituminous materials

Definitions

  • An essential object of this invention is to provide an improved process for solidifying desired portions of the earth's strata, particularly the subsoil about, and in the vicinity of an oil well.
  • Another object is to stop the subsoil caving in .0 and to prevent liquids or gases from leaking out of the opening of an oil well, into the loose material, cavities or interstices of the earth's strata.
  • Another object of this invention is to provide an improved composition for use with this procl5 ess which is initially in liquid or plastic form and which is adapted to be forced into the interstices, cavities or loose material about an opening, such as an oil well or drill hole, the liquid entering the interstices or cavities for a substantial distance from the opening or well and having such characteristics that the liquid will quickly solidify the porous soil or subsoil into which it is forced.
  • a liquid wherein an aqueous dispersion of a bituminous substance forms an essential element or the composition.
  • Emulsified asphalt is an example of such substance which may be used as an element of the composition.
  • a fibrous element may be mixed with the aqueous dispersion of the asphalt, or the latter may be used alone.
  • Such fibrous element may consist of comminuted fibrous materials such as paper, rag pulp, wood pulp, asbestos or other fibrous compounds, and a suitable precipitating agent.
  • Such agents may be calcium chloride, bi-
  • compositions necessary to solidify a particular subsoil are to be determined by an analysis of samplw of the soil
  • the composition is applied under pressure, which effects a deposit of the fibrous particles and a cohesion of the soil particles.
  • the liquefied solution will penetrate to a depth beyond the 10 deposit of the fibrous particles so as to increase the' depth of solidification of the subsoil.
  • the fibrous material provides a filler for the cavities or interstices of the soil, which will cooperate with the chemical properties of the composition 15 in forming a solid body about the well opening at the points where it is desired to solidify the soil or particular earth's strata.
  • the aqueous bituminous dispersion When used alone, the aqueous bituminous dispersion will coagulate at the desired depth of penet-ration of the subsoil or earth's strata, in accordance with the density of the composition and the porosity of the soil. These latter elements are determined in advance of used the composition, by tests as aforesaid.
  • a process for making impervious or fixing pervious or loose subsoil layers, such as sand soils, and other porous masses which consists in causing an aqueous dispersion of a bituminous substance to penetrate into the soil or mass to be treated.
  • Aprocess for solidifying soil in the vicinity of an oil well which comprises causing an aqueous bituminous dispersion to penetrate into the 35 soil to be solidified.
  • a process for solidifying subsurface soil in the vicinity of ,anoil-well which comprises causing an aqueous bituminous dispersion to penetrate into the soil to be solidified and to coagulate 40 therein.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Soil Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

Patented Nov. 29, 1938 UNITED STATES PATENT OFFICE No Drawing.
Original application August 11, 1931, Serial No. 556,466.
Divided and this application September 28, 1936, Serial No. 103,056
3 Claims. (-01. 6136) My invention relates to the process of solidifying soil and is a division of my co-pending application, Serial Number 556,466, filed August 11, 1931.
5 An essential object of this invention is to provide an improved process for solidifying desired portions of the earth's strata, particularly the subsoil about, and in the vicinity of an oil well.
Another object is to stop the subsoil caving in .0 and to prevent liquids or gases from leaking out of the opening of an oil well, into the loose material, cavities or interstices of the earth's strata.
Another object of this invention is to provide an improved composition for use with this procl5 ess which is initially in liquid or plastic form and which is adapted to be forced into the interstices, cavities or loose material about an opening, such as an oil well or drill hole, the liquid entering the interstices or cavities for a substantial distance from the opening or well and having such characteristics that the liquid will quickly solidify the porous soil or subsoil into which it is forced.
In the carrying out of this process, a liquid is provided wherein an aqueous dispersion of a bituminous substance forms an essential element or the composition. Emulsified asphalt is an example of such substance which may be used as an element of the composition. In the practice of this invention a fibrous element may be mixed with the aqueous dispersion of the asphalt, or the latter may be used alone. Such fibrous element may consist of comminuted fibrous materials such as paper, rag pulp, wood pulp, asbestos or other fibrous compounds, and a suitable precipitating agent. Such agents may be calcium chloride, bi-
carbonate of soda, aluminum sulphate, sodium chloride, lime or other alkalies in powder or in solution, and with or without a solidifying agent such as Portland orhydraulic cement.
The characteristics of the composition necessary to solidify a particular subsoil are to be determined by an analysis of samplw of the soil,
to determine the need for particular elements of the composition and to determine the penetrating characteristics of the bituminous dispersion, either alone or upon deposit of the fibrous materials when such are, used, beyond the point of 5 such deposit.
The composition is applied under pressure, which effects a deposit of the fibrous particles and a cohesion of the soil particles. The liquefied solution will penetrate to a depth beyond the 10 deposit of the fibrous particles so as to increase the' depth of solidification of the subsoil. The fibrous material provides a filler for the cavities or interstices of the soil, which will cooperate with the chemical properties of the composition 15 in forming a solid body about the well opening at the points where it is desired to solidify the soil or particular earth's strata.
When used alone, the aqueous bituminous dispersion will coagulate at the desired depth of penet-ration of the subsoil or earth's strata, in accordance with the density of the composition and the porosity of the soil. These latter elements are determined in advance of used the composition, by tests as aforesaid.
What I claim is:
1. A process for making impervious or fixing pervious or loose subsoil layers, such as sand soils, and other porous masses, which consists in causing an aqueous dispersion of a bituminous substance to penetrate into the soil or mass to be treated.
Y 2. Aprocess for solidifying soil in the vicinity of an oil well, which comprises causing an aqueous bituminous dispersion to penetrate into the 35 soil to be solidified.
3. A process for solidifying subsurface soil in the vicinity of ,anoil-well, which comprises causing an aqueous bituminous dispersion to penetrate into the soil to be solidified and to coagulate 40 therein.
FRANCIS D. SULLIVAN.
US103056A 1931-08-11 1936-09-28 Process of solidifying soil Expired - Lifetime US2138713A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US103056A US2138713A (en) 1931-08-11 1936-09-28 Process of solidifying soil

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US556466A US2274566A (en) 1931-08-11 1931-08-11 Grouting for earth's strata
US103056A US2138713A (en) 1931-08-11 1936-09-28 Process of solidifying soil

Publications (1)

Publication Number Publication Date
US2138713A true US2138713A (en) 1938-11-29

Family

ID=26800040

Family Applications (1)

Application Number Title Priority Date Filing Date
US103056A Expired - Lifetime US2138713A (en) 1931-08-11 1936-09-28 Process of solidifying soil

Country Status (1)

Country Link
US (1) US2138713A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2779416A (en) * 1952-12-05 1957-01-29 Stanolind Oil & Gas Co Treating formations with solid forming liquids
US3593798A (en) * 1969-05-09 1971-07-20 Shell Oil Co Method of reducing the permeability of a thief zone

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2779416A (en) * 1952-12-05 1957-01-29 Stanolind Oil & Gas Co Treating formations with solid forming liquids
US3593798A (en) * 1969-05-09 1971-07-20 Shell Oil Co Method of reducing the permeability of a thief zone

Similar Documents

Publication Publication Date Title
DE3017091C2 (en)
US2176266A (en) Process for solidifying permeable masses
US2300325A (en) Process of impermeabilizing, tightening, or consolidating grounds and other earthy and stony masses and structures
US2329148A (en) Process of impermeabilizing, tightening, or consolidating grounds and other earthy and stony masses and structures
US2159954A (en) Method for prevention of seepage of water
US2158025A (en) Process of solidifying soils
US2138713A (en) Process of solidifying soil
US2201459A (en) Process for solidifying earth
Sivapullaiah et al. Geotechnical properties of stabilised Indian red earth
US2595184A (en) Method for consolidating or for plugging sands
US2197843A (en) Process of impermeabilizing, tightening, or consolidating grounds and other earthy and stony masses and structures
US2258829A (en) Method of ground fixation with bitumens
US2274566A (en) Grouting for earth's strata
Guyer et al. An Introduction to Soil Grouting
US2075244A (en) Process for solidifying earth
US2319020A (en) Process of impermeabilizing, tightening, or consolidating grounds and other earthy and stony masses and structures
DE1709393A1 (en) PROCESS FOR STRENGTHENING AND SEALING NON-COMPACT MATERIALS, IN PARTICULAR WATER-CARRYING SOILS BY INJECTION
US2320954A (en) Grouting means and process
Thompson et al. Pressure injected lime for treatment of swelling soils
DE685836C (en) Process for sealing permeable or loose soil layers, earthy and stony masses, masonry and the like. like
DE10247744A1 (en) Material for repairing dykes comprises sand or powdered stone which has been treated, preferably with calcium stearate or tall oil, to make it hydrophobic
US2297063A (en) Stabilized mineral matter and method of preparing the same
Batool et al. Improvement of CBR and compaction characteristics of bauxite rich dispersive soils available in pakistan: A case study of khushab soil
AT156525B (en) Process for sealing and consolidating soils and other earthy and stony masses and structures.
DE676089C (en) Process for sealing and consolidating permeable or loose soil layers and other porous masses