EP1977049A1 - Automated-precision pressure meter - Google Patents
Automated-precision pressure meterInfo
- Publication number
- EP1977049A1 EP1977049A1 EP06841957A EP06841957A EP1977049A1 EP 1977049 A1 EP1977049 A1 EP 1977049A1 EP 06841957 A EP06841957 A EP 06841957A EP 06841957 A EP06841957 A EP 06841957A EP 1977049 A1 EP1977049 A1 EP 1977049A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- pressure
- liquid
- pressuremeter
- tank
- kpi
- 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.)
- Granted
Links
- 239000007788 liquid Substances 0.000 claims abstract description 43
- 230000006735 deficit Effects 0.000 claims description 7
- 230000005540 biological transmission Effects 0.000 claims description 5
- 230000000295 complement effect Effects 0.000 claims description 3
- 230000004044 response Effects 0.000 claims description 2
- 239000000523 sample Substances 0.000 abstract description 3
- 239000007789 gas Substances 0.000 description 19
- 230000000875 corresponding effect Effects 0.000 description 5
- 238000005259 measurement Methods 0.000 description 4
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 239000004020 conductor Substances 0.000 description 2
- 238000011156 evaluation Methods 0.000 description 2
- 230000006870 function Effects 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 230000002528 anti-freeze Effects 0.000 description 1
- 230000001276 controlling effect Effects 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 230000002596 correlated effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 239000007792 gaseous phase Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000012886 linear function Methods 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000003071 parasitic effect Effects 0.000 description 1
- 239000012071 phase Substances 0.000 description 1
- 230000010287 polarization Effects 0.000 description 1
- 239000003380 propellant Substances 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000002689 soil Substances 0.000 description 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
- E02D1/022—Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
- E21B49/006—Measuring wall stresses in the borehole
Definitions
- the invention relates generally to logging techniques.
- the invention relates to a pressuremeter for the evaluation of a geotechnical property of the subsoil, the pressuremeter comprising, as subassemblies, a downhole tool intended to be introduced into a borehole, equipment surface, and connecting means at least adapted to connect the tool to the equipment, these subassemblies themselves comprising at least a first inflatable sleeve carried by the bottom tool, a substantially indeformable reservoir containing volumes.
- a source of gas under pressure a first conduit connecting the gas source to the gas volume of the reservoir, a second conduit connecting the liquid volume of the reservoir to the first inflatable sleeve, flow control means interposed on the first conduit, a pressure sensor adapted to provide a signal related to the pressure of the liquid in the reservoir, and a volume sensor adapted to provide a signal al related to the volume of the liquid in the tank.
- the pressuremeter makes it possible to evaluate the mechanical parameters of the soil in situ.
- each inflatable sleeve is subjected to increasing pressure in stages, in number from six to fourteen, for example, and following an arithmetic progression.
- the volume of liquid introduced into the first sleeve from the reservoir is measured, typically 15 seconds, 30 seconds and one minute after the end of pressurization.
- the result of these measurements is expressed by two loading graphs, or pressuremeter curves, one of which gives the variation of volume, measured at one minute, as a function of the pressure, and the other of which corresponds to the volume variations between 30 seconds and a minute, depending on the pressure.
- the pressuremeter of the invention is essentially characterized in that the reservoir is carried by the bottom tool, in that the means flow control apparatus comprises a nozzle and a valve, in that the surface equipment further comprises pressure control means in which a plurality of increasing pressure setpoints are stored, a successive application program in the time of these instructions, and a correspondence law connecting at least these instructions at corresponding respective time intervals, and in that these pressure control means are designed to selectively open the valve, for the application of each new pressure set according to the program, during the time interval corresponding to this setpoint.
- the pressure control means are connected to the pressure sensor and are furthermore designed to open the valve during a period of time. predefined time in response to a deficit of the pressure signal relative to a set pressure, when this deficit appears during a plateau at this set pressure and when it exceeds a predetermined threshold.
- the pressure control means comprise, for example, a control unit actuating the valve and a computer in which the pressure instructions, the program and the correspondence law are stored, this computer being connected to the control unit and controlling it. .
- the flow control means may comprise a solenoid valve carrying both the nozzle and the valve.
- the volume sensor comprises a liquid level detector housed in the reservoir, and that the connection means comprise a transmission link connecting the level detector. to surface equipment. Thanks to this arrangement, the volume is measured simply and reliably without the measurement obtained being disturbed by various artefacts, such as the weight of the liquid column between the surface and the bottom, the deformation of the liquid conduit which, in the existing pressuremeters, generally connects the first sleeve to the reservoir disposed on the surface, or the inertia that opposes this conduit to the flow of liquid between the surface and the bottom.
- the reservoir is advantageously disposed above the first inflatable sleeve, that is to say closer to the surface of the ground than the first sleeve.
- the volume signal is electrical in nature, the transmission link then comprising a power line.
- the liquid has a relatively low electrical resistivity
- the level detector comprises at least one resistive element connected to a generator of electrical energy and partially immersed in the liquid
- the resistive element has an elongated shape according to the height of the reservoir and a relatively high electrical resistivity, and that the liquid and the resistive element partially shunted by the liquid form for the generator a resistive load having a resistance depending on the level of this liquid in the tank.
- the electrical energy generator preferably delivers an alternating current to avoid parasitic polarizations.
- the reservoir may be of cylindrical shape, the resistive element may itself extend along the central axis of the reservoir.
- the bottom tool of the pressuremeter of the invention may further comprise second and third inflatable sleeves, and a third conduit connecting the volume of gas from the reservoir to these second and third sleeves.
- FIG. 1 is a schematic vertical sectional view of a pressuremeter according to the invention and in use.
- FIG. 2 is a diagrammatic view in vertical section of a functional detail of this pressuremeter.
- the invention relates to a pressuremeter for the evaluation of a geotechnical property of the subsoil.
- Such an apparatus comprises, as subassemblies, a bottom tool 1 intended to be introduced into a borehole F, a surface equipment 2, and connection means, such as 30 to 33, making it possible in particular to connect the tool 1 to equipment 2.
- the bottom tool 1 generally comprises three inflatable sleeves, namely a main and central sleeve 11, and two auxiliary sleeves 12 and 13, adjacent to the central sleeve 11 and located on either side of the latter.
- the main sleeve 11 is essentially formed by an annular elastic membrane that can be inflated by injection of a liquid L under pressure, for example water, coming from a tank 4 and conveyed by a duct 32.
- the reservoir 4 for example made in a metal cylinder substantially indeformable at the pressures considered, contains, above the liquid L, a propellant gas G such as pressurized nitrogen, the liquid and the gas occupying respective and complementary volumes Vl and Vg of this tank 4.
- a propellant gas G such as pressurized nitrogen
- the surface equipment 2 typically comprises a source 21 of clean gas for delivering the gas G under pressure and connected to the volume of gas Vg of the tank 4 by a supply duct 31.
- the surface equipment 2 also comprises flow control means, such as 220-222, which are interposed on the conduit 31 and which make it possible to control the passage of the gas G from the source 21 to the tank 4, thus the passage of the liquid L of the reservoir 4 towards the sleeve 11 through the conduit 32.
- flow control means such as 220-222, which are interposed on the conduit 31 and which make it possible to control the passage of the gas G from the source 21 to the tank 4, thus the passage of the liquid L of the reservoir 4 towards the sleeve 11 through the conduit 32.
- the pressuremeter of the invention further comprises, in a conventional manner, a pressure sensor 5 and a volume sensor 6, the pressure sensor 5 being designed to provide a signal Sp related to the pressure of the liquid L in the tank 4, and the volume sensor 6 being designed to provide a signal Sv related to the volume Vl of the liquid in the tank 4.
- the tank 4 is carried by the bottom tool 1 and for example disposed above the central inflatable sleeve 11 when the bottom tool 1 is in place in a bore F.
- the surface equipment 2 further comprises pressure control means, and the flow control means comprise a nozzle 221 and a valve 222, for example integrated with a solenoid valve 220.
- the pressure control means comprise a control unit 7 adapted to actuate the valve 222, and a computer 8 connected to the control unit 7 and the driver.
- the computer 8 is provided with a memory in which are stored a plurality of pressure instructions of increasing values Kpi, a program PROG of successive application in time of these instructions Kpi, and a correspondence law CORR for determining, at least on the basis of Kpi instructions, corresponding respective time intervals Tpi.
- the purpose of the PROG program is to determine at which instants the different pressure levels should be applied, the Kpi instructions defining the values of the different pressures that will have to be reached and maintained during these different pressure levels.
- the correspondence law CORR is defined so that at each new pressure level, that is to say when applying each new pressure setpoint Kpi according to the program PROG, this pressure setpoint can be reached by the opening of the valve 222, by the means 7 and 8 of pressure control, during the time interval Tpi corresponding to this setpoint Kpi.
- this pressure setpoint can be reached by the opening of the valve 222, by the means 7 and 8 of pressure control, during the time interval Tpi corresponding to this setpoint Kpi.
- Poiseuille essentially represented by a linear function of this duration, the minor incidence of variations in the difference between the pressures existing upstream and downstream of the nozzle can also be taken into account and corrected thanks to the prior knowledge of the pressure upstream of the nozzle 221 and the setpoint Kpi to reach.
- the correspondence law CORR can be determined or refined experimentally by preliminary calibration.
- the CORR law can finally be stored in the form of a mathematical relationship, or more simply in the form of one or more charts.
- the pressure in the reservoir 4 should be maintained at the value of the set pressure of that stage until the instant when another pressure level should be reached.
- the sleeve 11 may, during the duration of a pressure bearing, radially push back the wall of the borehole F and thus increase in volume, the pressure in the tank 4 may decrease during this period and must therefore be compensated.
- the computer 8 receives the pressure signal Sp from the pressure sensor 5 to which it is connected and compares this pressure signal Sp, permanently or periodically at high frequency, to the reference pressure Kpi which must be maintained during the current pressure level. In the case where the pressure signal Sp has, with respect to this reference pressure Kpi, a deficit greater than a predetermined tolerance threshold, the computer 8 transmits to the control unit 7 the order to open the valve 222 for a predefined time interval TO.
- the time interval TO is chosen so that the mass of gas passing through the nozzle 221 during this time interval is at least slightly greater than the mass of gas required, in the worst case, to compensate for the deficit of pressure corresponding to the tolerance threshold.
- the time interval TO take therefore itself a low value, the adequate compensation of the pressure deficit during a pressure bearing being achieved by automatically adjusting the opening frequency of the valve 222 as a function of the speed of the pressure drop in the reservoir 4.
- the computer 8 which receives the volume signal Sv, also records this signal Sv and the pressure signal Sp correlated in time, for the subsequent processing of these signals.
- the volume sensor 6 comprises a liquid level detector 61 housed in the tank 4.
- a transmission link 30 is then provided to connect the level detector 61 to the surface equipment 2, this link being constituted for example by an electric line in the advantageous case where the volume signal Sv is of an electrical nature.
- the level detector 61 is of the resistive type.
- the liquid L is chosen to have a relatively low electrical resistivity. It is in particular it is possible to use, as liquid L, ionized water by the presence of impurities, salt or, more preferably, antifreeze.
- the level detector 61 is composed of, for example, a resistive element 610 and a pure conductor such as a copper bar, the resistive element and the conductor being connected to an electrical energy generator 60 and partially immersed in the liquid L of the tank 4.
- the generator delivers for example an alternating current of constant amplitude and frequency equal to 270 Hz.
- the resistive element 610 has an elongated shape along the height of the tank 4 and, by definition, a relatively strong electrical resistivity that is to say at least a hundred times greater than that of the liquid L.
- the resistive element 610 is for example wound around the conductive bar 611 without being in direct galvanic contact with this bar. Under these conditions, the resistive element 610 and the conductive bar 611 are galvanically connected to each other by the liquid L in the immediate vicinity of the level of this liquid in the tank, the resistive element 610 being shunted by the liquid over its entire submerged length.
- the liquid L, the resistive element 610, and incidentally the conductive bar 611, form for the current generator 60 a resistive load CR whose electrical resistance depends on the level of this liquid in the tank 4, therefore the volume of liquid L in this tank.
- the volume signal Sv can thus be represented by the output signal of a phase detection voltmeter 62 installed in parallel on the current generator 60.
- the wall of the tank 4 also supposed to be conductive, can be used in place of the conductive bar 611 to close the current loop.
- the pressure sensor 5 can itself be placed in the gaseous phase of the contents of the tank 4, and in particular in the gas supply duct 31, as shown in FIG. auxiliary inflatable sleeves 12 and 13 are selectively inflated by the gas G, and for this purpose connected, via a conduit 33, to the volume Vg of gas G of the reservoir 4.
- the invention as described therefore also includes all the steps of implementation of the pressuremeter as just described.
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Analytical Chemistry (AREA)
- Physics & Mathematics (AREA)
- Soil Sciences (AREA)
- Fluid Mechanics (AREA)
- Chemical & Material Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Measuring Fluid Pressure (AREA)
- Investigating Or Analysing Materials By Optical Means (AREA)
- Geophysics And Detection Of Objects (AREA)
- Control Of Fluid Pressure (AREA)
- Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0512771A FR2895011B1 (en) | 2005-12-15 | 2005-12-15 | AUTOMATED PRECISION PRESSIOMETER |
PCT/FR2006/002754 WO2007080283A1 (en) | 2005-12-15 | 2006-12-15 | Automated-precision pressure meter |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1977049A1 true EP1977049A1 (en) | 2008-10-08 |
EP1977049B1 EP1977049B1 (en) | 2009-09-09 |
Family
ID=36975543
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06841957A Active EP1977049B1 (en) | 2005-12-15 | 2006-12-15 | Automated-precision pressure meter |
Country Status (8)
Country | Link |
---|---|
US (1) | US20080295589A1 (en) |
EP (1) | EP1977049B1 (en) |
AT (1) | ATE442490T1 (en) |
CA (1) | CA2633430A1 (en) |
DE (1) | DE602006009152D1 (en) |
FR (1) | FR2895011B1 (en) |
MA (1) | MA30150B1 (en) |
WO (1) | WO2007080283A1 (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2912776A1 (en) * | 2007-02-15 | 2008-08-22 | Datc Europ Sa | Geotechnique and geophysics probe for use in pressure meter, has cylindrical probe body supplying fluid using fluid supplying pipes, where pipes are placed in full zone of probe body |
EP3686394B1 (en) | 2012-12-31 | 2021-12-22 | Halliburton Energy Services, Inc. | Regulating drilling fluid pressure in a drilling fluid circulation system |
SG11201505463RA (en) * | 2013-03-13 | 2015-08-28 | Halliburton Energy Services Inc | Diverting flow in a drilling fluid circulation system to regulate drilling fluid pressure |
CN103821127B (en) * | 2014-03-12 | 2015-02-25 | 长江水利委员会长江科学院 | Novel high-pressure large-expansion quantity pressure gauge detector with slidable end part |
FR3067383B1 (en) * | 2017-06-12 | 2019-07-26 | Calyf | DEVICE FOR THE PRESSURE MEASUREMENT OF THE BASEMENT AND METHOD FOR CARRYING OUT AN ASSOCIATED PRESSURE TEST |
CN110616747B (en) * | 2019-09-04 | 2021-04-06 | 上海建工集团股份有限公司 | Double-side underground enclosure structure deformation detection robot and detection method |
CN113586034A (en) * | 2021-08-09 | 2021-11-02 | 厦门市银海信息科技有限公司 | System and method for automatically metering crude oil yield |
CN114810049B (en) * | 2022-05-05 | 2024-07-19 | 应急管理部国家自然灾害防治研究院 | Rotation control commutator, in-situ stress measurement device and in-situ stress measurement method using the device |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2957341A (en) * | 1956-01-16 | 1960-10-25 | Menard Louis Francois Auguste | Soil testing apparatus |
US3772911A (en) * | 1971-05-20 | 1973-11-20 | K Ruppeneit | Ground strain gauge |
FR2512860A1 (en) * | 1981-06-12 | 1983-03-18 | Menard Etu Pressiometriques Lo | Digital surface controller for ground probing tests - contains microprocessor performing calculations and issuing commands resulting from pressure and water level sensor inputs |
FR2546299B1 (en) * | 1983-05-17 | 1985-08-30 | Intrafor Cofor | IMPROVEMENTS IN APPARATUSES FOR DETERMINING VARIATIONS IN THE VOLUME OF AN INFLATABLE DEFORMABLE CELL PUSHED INTO GROUND AND SUBJECT TO INTERNAL PRESSURE GRADIENTS |
FR2649753B1 (en) * | 1989-07-12 | 1991-10-11 | Gaiatech | DRILL TEST PROCEDURE |
US5576494A (en) * | 1995-05-26 | 1996-11-19 | Osterberg; Jorj O. | Method and apparatus for subterranean load-cell testing |
WO1997015804A1 (en) * | 1995-10-23 | 1997-05-01 | Carnegie Institution Of Washington | Strain monitoring system |
FR2827318B1 (en) * | 2001-07-11 | 2003-12-12 | Gerard Arsonnet | DEVICE FOR EVALUATING THE MECHANICAL RESISTANCE OF A SOIL OR THE LIKE |
-
2005
- 2005-12-15 FR FR0512771A patent/FR2895011B1/en not_active Expired - Fee Related
-
2006
- 2006-12-15 DE DE602006009152T patent/DE602006009152D1/en active Active
- 2006-12-15 CA CA002633430A patent/CA2633430A1/en not_active Abandoned
- 2006-12-15 WO PCT/FR2006/002754 patent/WO2007080283A1/en active Application Filing
- 2006-12-15 AT AT06841957T patent/ATE442490T1/en not_active IP Right Cessation
- 2006-12-15 EP EP06841957A patent/EP1977049B1/en active Active
- 2006-12-15 US US12/097,704 patent/US20080295589A1/en not_active Abandoned
-
2008
- 2008-07-09 MA MA31100A patent/MA30150B1/en unknown
Non-Patent Citations (1)
Title |
---|
See references of WO2007080283A1 * |
Also Published As
Publication number | Publication date |
---|---|
ATE442490T1 (en) | 2009-09-15 |
WO2007080283A1 (en) | 2007-07-19 |
EP1977049B1 (en) | 2009-09-09 |
CA2633430A1 (en) | 2007-07-19 |
DE602006009152D1 (en) | 2009-10-22 |
US20080295589A1 (en) | 2008-12-04 |
FR2895011A1 (en) | 2007-06-22 |
FR2895011B1 (en) | 2008-03-07 |
MA30150B1 (en) | 2009-01-02 |
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