GB817295A - Apparatus and method for determining in situ the soil permeability and the water pressure - Google Patents
Apparatus and method for determining in situ the soil permeability and the water pressureInfo
- Publication number
- GB817295A GB817295A GB2459156A GB2459156A GB817295A GB 817295 A GB817295 A GB 817295A GB 2459156 A GB2459156 A GB 2459156A GB 2459156 A GB2459156 A GB 2459156A GB 817295 A GB817295 A GB 817295A
- Authority
- GB
- United Kingdom
- Prior art keywords
- water
- tube
- soil
- pressure
- tap
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title abstract 12
- 239000002689 soil Substances 0.000 title abstract 10
- 230000035699 permeability Effects 0.000 title abstract 4
- 238000011065 in-situ storage Methods 0.000 title abstract 2
- 238000000034 method Methods 0.000 title 1
- 239000007788 liquid Substances 0.000 abstract 1
- QSHDDOUJBYECFT-UHFFFAOYSA-N mercury Chemical compound [Hg] QSHDDOUJBYECFT-UHFFFAOYSA-N 0.000 abstract 1
- 229910052753 mercury Inorganic materials 0.000 abstract 1
- 230000000704 physical effect Effects 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
- E02D1/027—Investigation of foundation soil in situ before construction work by investigating properties relating to fluids in the soil, e.g. pore-water pressure, permeability
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Analytical Chemistry (AREA)
- Soil Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Measuring Fluid Pressure (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
817,295. Testing physical properties of soil. STICHTING WATERBOUWKUNDIG LABORATORIUM. Aug. 10, 1956, No. 24591/56. Class 106 (2). Apparatus to determine in situ the permeability of water-bearing soil comprises a tube 1 to be driven into the soil, having a closure 8 at its upper part and fine openings 2 in its lower part, a water-pressure gauge 5 connected with the interior of the tube 1, means 12 for filling the tube 1 with water, and an elastic bellows or the like 14. In operation, the tube 1 is driven into the soil to a desired depth, and a tap 10 closed. The tube is then filled with water and a cap 8 fitted to the upper end. Water will flow through the openings 2, which are covered by a filter, either into or out of the tube 1, until equilibrium is reached between the pressure of water in the tube 1 and the pressure of water in the surrounding soil. This pressure can then be read directly on an electric measuring instrument 7 connected to the gauge 5 which is of the capacitative type. To determine the permeability of the soil, a tap 11 is opened and vessel 14 filled with water through the funnel 12. The vessel 14 is then compressed, so that water in the funnel 12 rises, and the tap 11 is closed. The bellows are then released and the tap 10 opened. The vessel 14 will try to regain its initial volume thus forming a degree of vacuum in the vessel 14 and tubes 4, 1. Thus water is sucked up from the soil through the holes 2, and the rate of change of pressure of water in the tube, which may be recorded, gives an indication of the permeability of the soil. Another embodiment provides a plurality of bellows each of which may be connected to the tube 1 according to the size and flexibility required for best results with the type of soil under test. A further embodiment uses a liquid which does not mix with water (such as mercury) in a U-tube, to provide the partial vacuum required.
Publications (1)
Publication Number | Publication Date |
---|---|
GB817295A true GB817295A (en) | 1959-07-29 |
Family
ID=1738496
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB2459156A Expired GB817295A (en) | 1956-08-10 | Apparatus and method for determining in situ the soil permeability and the water pressure |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB817295A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4059008A (en) * | 1975-05-30 | 1977-11-22 | Torstensson Bengt Arne | Method and device for pore pressure sounding |
US4148212A (en) * | 1975-05-30 | 1979-04-10 | Torstensson Bengt Arne | Method and device for determining the pore water pressure in a soil |
FR2576415A1 (en) * | 1985-01-18 | 1986-07-25 | Rech Geolog Miniere | Apparatus for measuring the permeability of ground and more particularly formations with very low permeability, of the pulse test type |
FR2606829A1 (en) * | 1986-11-14 | 1988-05-20 | France Etat Ponts Chaussees | Screen-point for Lefranc tests and device and method for use |
WO1990015324A1 (en) * | 1989-06-09 | 1990-12-13 | E.R.G. | Method and device for in-situ measurement of ground heave characteristics |
US4984447A (en) * | 1989-09-01 | 1991-01-15 | Phillips James L | Soils percolation testing apparatus |
US20180252629A1 (en) * | 2015-10-19 | 2018-09-06 | Hz-Dr. Hans Jürgen Hahn Und Dr. Thomas Zumbroich Gbr | Substrate permeability measuring device |
-
1956
- 1956-08-10 GB GB2459156A patent/GB817295A/en not_active Expired
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4059008A (en) * | 1975-05-30 | 1977-11-22 | Torstensson Bengt Arne | Method and device for pore pressure sounding |
US4148212A (en) * | 1975-05-30 | 1979-04-10 | Torstensson Bengt Arne | Method and device for determining the pore water pressure in a soil |
FR2576415A1 (en) * | 1985-01-18 | 1986-07-25 | Rech Geolog Miniere | Apparatus for measuring the permeability of ground and more particularly formations with very low permeability, of the pulse test type |
FR2606829A1 (en) * | 1986-11-14 | 1988-05-20 | France Etat Ponts Chaussees | Screen-point for Lefranc tests and device and method for use |
WO1990015324A1 (en) * | 1989-06-09 | 1990-12-13 | E.R.G. | Method and device for in-situ measurement of ground heave characteristics |
FR2648232A1 (en) * | 1989-06-09 | 1990-12-14 | Erg | METHOD AND DEVICE FOR IN SITU MEASUREMENT OF SWELLING CHARACTERISTICS OF A SOIL |
AU641165B2 (en) * | 1989-06-09 | 1993-09-16 | E.R.G. | Method and device for in-situ measurement of ground heave characteristics |
US5253519A (en) * | 1989-06-09 | 1993-10-19 | Societe Anonyme Stiled E.R.G. | Method and apparatus for in-situ measurement of ground heave characteristics |
US4984447A (en) * | 1989-09-01 | 1991-01-15 | Phillips James L | Soils percolation testing apparatus |
US20180252629A1 (en) * | 2015-10-19 | 2018-09-06 | Hz-Dr. Hans Jürgen Hahn Und Dr. Thomas Zumbroich Gbr | Substrate permeability measuring device |
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