ES344447A1 - Procedure for formation of a underground barrier for water. (Machine-translation by Google Translate, not legally binding) - Google Patents
Procedure for formation of a underground barrier for water. (Machine-translation by Google Translate, not legally binding)Info
- Publication number
- ES344447A1 ES344447A1 ES344447A ES344447A ES344447A1 ES 344447 A1 ES344447 A1 ES 344447A1 ES 344447 A ES344447 A ES 344447A ES 344447 A ES344447 A ES 344447A ES 344447 A1 ES344447 A1 ES 344447A1
- Authority
- ES
- Spain
- Prior art keywords
- earth
- cavity
- translation
- stage
- land
- 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
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
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09K—MATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
- C09K17/00—Soil-conditioning materials or soil-stabilising materials
- C09K17/14—Soil-conditioning materials or soil-stabilising materials containing organic compounds only
-
- 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
-
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- Soil Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Agronomy & Crop Science (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
Procedure for forming an underground water barrier, in situ, in a pre-selected subsurface stratum of land, characterized in that, a first stage, the earth is moved, continuously and upward, to a preselected depth below the ground surface and, said displaced earth is supported to form a transferable cavity having a supported upper portion and a lower portion of exposed earth, said cavity having a transverse dimension greater than its longitudinal dimension, in the direction of translation; in a second stage, an atmosphere of gaseous anhydrous ammonia is established in said quality; in a third stage, a liquid thermoplastic material, having a freezing temperature higher than the earth temperature and which is flexible when freezing, is deposited on the surface of the exposed land portion of said cavity, by a minimum mixture of said material and said earth, so as to form a continuous coating of the material on the exposed earth in said cavity, and in a fourth and final stage said cavity is closed with a cover of said coating, by free flow of the sustained land. (Machine-translation by Google Translate, not legally binding)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US57515066A | 1966-08-25 | 1966-08-25 | |
US628346A US3405529A (en) | 1967-04-04 | 1967-04-04 | Preparation of underground water barriers |
Publications (1)
Publication Number | Publication Date |
---|---|
ES344447A1 true ES344447A1 (en) | 1968-12-16 |
Family
ID=27076605
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES344447A Expired ES344447A1 (en) | 1966-08-25 | 1967-08-25 | Procedure for formation of a underground barrier for water. (Machine-translation by Google Translate, not legally binding) |
Country Status (4)
Country | Link |
---|---|
DE (1) | DE1634631B2 (en) |
ES (1) | ES344447A1 (en) |
IL (1) | IL28475A (en) |
NL (1) | NL155322B (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3380677A4 (en) * | 2015-11-26 | 2019-08-28 | Erez Dor | Systems and methods for underground deployment of anti-seeping sheet |
-
1967
- 1967-08-09 IL IL28475A patent/IL28475A/en unknown
- 1967-08-24 NL NL676711641A patent/NL155322B/en unknown
- 1967-08-25 ES ES344447A patent/ES344447A1/en not_active Expired
- 1967-08-25 DE DE1634631A patent/DE1634631B2/en active Granted
Also Published As
Publication number | Publication date |
---|---|
DE1634631A1 (en) | 1970-07-02 |
DE1634631B2 (en) | 1974-08-22 |
DE1634631C3 (en) | 1975-04-24 |
IL28475A (en) | 1970-08-19 |
NL155322B (en) | 1977-12-15 |
NL6711641A (en) | 1968-02-26 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
ES340299A2 (en) | Electromagnetic radiation method for guiding the drilling of oil wells after the borehole has entered a massive earth formation of chemically deposited material, by a mistake, accident, or the like | |
ES344447A1 (en) | Procedure for formation of a underground barrier for water. (Machine-translation by Google Translate, not legally binding) | |
GB1099699A (en) | Process and machine for constructing water-impermeable sheets in the ground | |
GB1435001A (en) | Longdistance heating conduit | |
NL286166A (en) | ||
HK48079A (en) | Method of injecting the earth with soil consolidation liquid | |
FR2076747A5 (en) | Subsoil treatment - by spreading a fluid chemical which forms an impermeable layer on setting | |
McCue | Facies changes within the Phosphoria Formation in the southeast portion of the Big Horn basin, Wyoming | |
Pierce | Permafrost and thaw depressions in a peat deposit in the Beartooth Mountains, northwestern Wyoming | |
GB1180653A (en) | Improvements in methods of shielding ground to be excavated | |
GB1333472A (en) | Method of anchoring an object buried in the bottom material beneath a body of water | |
ES379266A1 (en) | Procedure for the deepening of funds before springs and walls of shores of maritime works. (Machine-translation by Google Translate, not legally binding) | |
GB1173590A (en) | Improvements in Ground Freezing. | |
ARANDJELOVIĆ | GEOPHYSICAL METHODS USED IN SOLVING SOME GEOLOGICAL PROBLEMS ENCOUNTERED IN THE CONSTRUCTION OF THE TREBIšNJIGA WATER POWER PLANT (in YUGOSLAVIA) | |
Lewis | A reservoir study of the Blooming Grove Field, Black Warrior Basin | |
FR2376289A1 (en) | NEW PROCESS FOR COATING MINING GALLERIES | |
Zoble | Stratigraphy of the Cretaceous Cloverly Formation and Crooked Creek member of the Thermopolis Formation in the northeastern Big Horn Basin, Carbon County, Montana | |
ES312695A1 (en) | Procedure of superficial calaphing of the fund and slopes of reservoirs or water-filled deposits. (Machine-translation by Google Translate, not legally binding) | |
Hamilton | Stratigraphy and depositional history of the Muddy Formation in the Freezeout Mountains area, northeastern Carbon County, Wyoming | |
GB1067405A (en) | Improvements in or relating to soil drainage | |
SU391341A1 (en) | METHOD OF GASKING OF UNDERGROUND PIPELINE | |
SU408983A1 (en) | ||
SU487206A1 (en) | Foundation construction method | |
ES254378A3 (en) | A procedure for drilling ducts in the subsuelo (Machine-translation by Google Translate, not legally binding) | |
Laughton | RECENT APPLICATION OF GEOPHYSICAL METHODS IN COAL MINING |