CN111579464A - Seepage anisotropy test device and method suitable for triaxial testing machine - Google Patents
Seepage anisotropy test device and method suitable for triaxial testing machine Download PDFInfo
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- 238000012360 testing method Methods 0.000 title claims abstract description 66
- 238000000034 method Methods 0.000 title claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 166
- 239000011435 rock Substances 0.000 claims abstract description 65
- 238000010998 test method Methods 0.000 claims abstract description 7
- 238000007789 sealing Methods 0.000 claims description 33
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 7
- 239000000741 silica gel Substances 0.000 claims description 7
- 229910002027 silica gel Inorganic materials 0.000 claims description 7
- 238000005259 measurement Methods 0.000 claims description 6
- NRTLIYOWLVMQBO-UHFFFAOYSA-N 5-chloro-1,3-dimethyl-N-(1,1,3-trimethyl-1,3-dihydro-2-benzofuran-4-yl)pyrazole-4-carboxamide Chemical compound C=12C(C)OC(C)(C)C2=CC=CC=1NC(=O)C=1C(C)=NN(C)C=1Cl NRTLIYOWLVMQBO-UHFFFAOYSA-N 0.000 claims description 4
- 238000012545 processing Methods 0.000 claims description 4
- 238000011160 research Methods 0.000 claims description 4
- 238000005553 drilling Methods 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 238000004080 punching Methods 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 2
- 238000003556 assay Methods 0.000 claims 1
- 239000012530 fluid Substances 0.000 abstract description 5
- 230000000149 penetrating effect Effects 0.000 abstract description 2
- 238000002407 reforming Methods 0.000 abstract description 2
- 230000005855 radiation Effects 0.000 description 6
- 230000035699 permeability Effects 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 208000032822 Ring chromosome 11 syndrome Diseases 0.000 description 2
- 239000002927 high level radioactive waste Substances 0.000 description 2
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
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- 230000004907 flux Effects 0.000 description 1
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- G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
- G01N15/08—Investigating permeability, pore-volume, or surface area of porous materials
- G01N15/082—Investigating permeability by forcing a fluid through a sample
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Abstract
The invention discloses a seepage anisotropy test device and a test method suitable for a triaxial testing machine, belongs to the field of rock mechanics seepage tests, and is used for performing a rock seepage anisotropy seepage test on the triaxial testing machine. According to the invention, the water permeable holes are processed in the rock sample with the middle part horizontally penetrating through the cracks, and the fluid seepage direction of the crack surface is changed by utilizing the water passing channel and the control valve, so that the flow of the crack surface in different directions is obtained; in addition, the water pressure which can be sealed by the three-shaft water pressure leakage testing device is high, the confining pressure in the three-shaft chamber is increased to be more than twice of the water pressure, and the leakage test under the high-water-pressure condition can be carried out. The invention is simple and reliable, has lower cost, can carry out seepage anisotropic seepage test by reforming the upper water inlet pressure head of the triaxial testing machine with the seepage function, and has strong practicability.
Description
Technical Field
The invention relates to the field of rock mechanics seepage tests, in particular to a seepage anisotropy test device and a test method suitable for a triaxial test machine.
Background
A large number of natural cracks exist in the underground rock mass, and the development of the cracks can deteriorate the engineering characteristics of the rock mass, so that the underground engineering is unstable or a safety accident occurs. In deep geological processing of high level waste, radionuclides can migrate and diffuse with groundwater along channels formed by cracks in the rock towards the biosphere. Therefore, the seepage characteristic of the fractured rock mass is the key point for researching the engineering characteristic of the surrounding rock of the high-level radioactive waste disposal reservoir. In practical engineering applications, the flow of fluid in rock fractures is not only a simple straight flow, but also an inside-out radiation flow. At this point the two-dimensional parallel plate model will no longer be applicable and a study of the radiation flux will be required. The three-dimensional surface morphology of the rock fracture has anisotropic characteristics, so that the difference of the permeability of the fluid flowing through the fracture surface in different directions is large, and the anisotropy of the seepage on the fracture surface needs to be researched.
The indoor radiation flow permeability test research has important significance for revealing the influence of the permeability of the rock and the external conditions on the permeability of the fracture and establishing and verifying a corresponding theoretical model. The fracture radiation flow seepage test needs to realize seepage processes under different external conditions, so that the requirements on test conditions are high. At present, scholars at home and abroad research and develop a large number of fracture stress-seepage coupling test devices. However, the existing devices cannot measure the seepage performance of the crack surface in all directions, and the maximum water pressure capable of being sealed is low. Therefore, a simple and reliable test device and a test method for the anisotropy of the radiation flow are established, are requirements for researching the anisotropy of the rock fracture radiation flow, and have important significance for the engineering application.
Disclosure of Invention
The invention aims to provide a seepage anisotropy test device and a test method suitable for a triaxial testing machine, which are used for carrying out a rock seepage anisotropy seepage test on the triaxial testing machine.
In order to achieve the purpose, the invention provides the following scheme:
the invention provides a seepage anisotropy test device suitable for a triaxial test machine, which comprises a water inlet pressure head, a rock sample and a water outlet pressure head, wherein the rock sample is clamped between the water inlet pressure head and the water outlet pressure head; the middle part of the rock sample contains a horizontal through fracture which is used for dividing the rock sample into an upper sample and a lower sample; the water inlet pressure head is provided with a water inlet which is communicated with the upper sample or the lower sample through a water inlet channel; the water outlet pressure head is provided with a water outlet, and water outlet channels are respectively arranged in the upper sample or the lower sample in multiple directions and communicated with the water outlet; each water outlet channel is provided with a sealing valve for controlling the closing of the corresponding water outlet channel;
the testing device is used for being installed on a three-axis testing machine with a seepage function.
Optionally, the water inlet channel is formed by connecting an internal channel of the rock sample with an internal channel of the water inlet pressure head, and a sealing ring is arranged at a joint.
Optionally, the water outlet channel is formed by connecting an internal channel of the rock sample with an internal channel of the water outlet pressure head, and a sealing ring is arranged at a joint.
Optionally, eight water outlet channels are uniformly arranged in the circumferential direction, and each water outlet channel is vertically distributed; one end of the water outlet channel is connected to the horizontal through crack, and the other end of the water outlet channel is collected at the water outlet.
Optionally, the sealing valve comprises a plug, one end of the plug is radially provided with a water through hole in a through manner, and the other end of the plug is provided with a nut for controlling the plug to advance and retreat; adjusting the nut to enable the limber hole and the water outlet channel to be completely staggered, and closing the water outlet channel; and adjusting the nut to enable the limber hole to be crossed and overlapped with the water outlet channel, wherein the water outlet channel is communicated.
Optionally, the peripheral gap of the horizontal through crack is sealed by a silica gel layer.
Optionally, the outer layer of the rock sample is wrapped with a heat shrink tube, and the heat shrink tube is bound and fixed on the water inlet pressure head and the water outlet pressure head through a hoop.
Meanwhile, the invention provides a test method based on the seepage anisotropy test device suitable for the triaxial test machine, which mainly comprises the following steps:
step one, preparing a rock sample: processing a rock sample with a horizontal through fracture in the middle, and drilling a small hole in the center of the sample at one end to serve as a seepage center water inlet boundary; punching a circle of small holes on the other end of the sample in the circumferential direction to be used as a water outlet boundary; then, pressing and attaching the samples at the upper end and the lower end, and sealing the gap on the side surface by using silica gel;
step two, mounting a rock sample: placing the prepared rock sample between a water outlet pressure head and a water inlet pressure head to ensure the sealing between the rock sample and the water outlet pressure head and the communication between a water inlet channel and each water outlet channel; then sealing the outer side of the rock sample by adopting a heat-shrinkable tube, and fixing the heat-shrinkable tube on a water inlet pressure head and a water outlet pressure head by using a hoop;
step three, applying external conditions: opening a sealing valve of the water outlet pressure head in the direction needing to be measured, applying certain confining pressure and axial pressure, and then applying different water pressures to the water inlet and the water outlet to respectively perform seepage tests;
step four, measuring the flow of the water outlet channels in different directions: measuring the seepage flow of the corresponding water outlet channel after the seepage is kept stable; after the measurement is finished, the water pressure and the confining pressure are unloaded in sequence, the axial pressure is kept constant, and the seepage direction is changed by adjusting a sealing valve after the oil in the triaxial chamber is drained; and then keeping the axial pressure constant, sealing the triaxial chamber, applying certain confining pressure and water pressure to measure the flow, and circulating the steps until the flow measurement of the water outlet channel in all directions is completed.
Optionally, the water pressure applied in the third step is not more than half of the confining pressure, so as to ensure that water does not reach the water outlet through a gap between the rock sample and the heat-shrinkable tube.
Compared with the prior art, the invention has the following technical effects:
the invention provides a seepage anisotropy test device and a test method suitable for a triaxial test machine, which are characterized in that a water permeable hole is processed in a rock sample with a horizontal through crack in the middle, and the seepage direction of fluid on a crack surface is changed by utilizing a water passage and a control valve, so that the flow of the crack surface in different directions is obtained; in addition, the water pressure which can be sealed by the three-shaft water pressure leakage testing device is high, the confining pressure in the three-shaft chamber is increased to be more than twice of the water pressure, and the leakage test under the high-water-pressure condition can be carried out. The invention is simple and reliable, has lower cost, can carry out seepage anisotropic seepage test by reforming the upper water inlet pressure head of the triaxial testing machine with the seepage function, and has strong practicability.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
FIG. 1 is a schematic structural diagram of a device for testing seepage anisotropy of a triaxial testing machine according to the present invention;
FIG. 2 is a schematic structural view of the intake head of the present invention;
FIG. 3 is a cross-sectional view of FIG. 2;
FIG. 4 is a top view of FIG. 2;
FIG. 5 is a schematic structural view of the discharge head of the present invention;
FIG. 6 is a cross-sectional view of FIG. 5;
FIG. 7 is a top view of FIG. 5;
FIG. 8 is a schematic structural view of a hermetically sealed valve according to the present invention;
FIG. 9 is a cross-sectional view of FIG. 8;
FIG. 10 is a top view of FIG. 8;
wherein the reference numerals are: the water inlet pressure head-1, the rock sample-2, the water outlet pressure head-3, the sealing valve-4, the nut-41, the plug-42, the water through hole-43, the water outlet pressure head pipeline-5, the water outlet-6, the upper vertical pipeline-7, the lower straight pipeline-8, the water inlet pressure head central channel-9, the water inlet-10, the sealing ring-11, the silica gel layer-12, the heat shrink tube-13, the hoop-14 and the horizontal through crack-15.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in further detail below.
The first embodiment is as follows:
the embodiment provides a be applicable to triaxial test machine seepage flow anisotropy test device for carry out rock seepage flow anisotropy seepage flow test on the triaxial test machine, mainly include into water pressure head 1, rock sample 2, go out water pressure head 3 and sealing valve 4. The rock sample 2 is clamped between the water inlet pressure head 1 and the water outlet pressure head 3; the middle part of the rock sample 2 contains a horizontal through fracture 15, the horizontal through fracture 15 is used as a seepage anisotropy research object, and the rock sample is divided into an upper sample and a lower sample; the water inlet pressure head 1 is provided with a water inlet 10, and the water inlet 10 is communicated with an upper sample or a lower sample through a water inlet channel; the water outlet pressure head 3 is provided with a water outlet 6, and water outlet channels are respectively arranged in the upper sample or the lower sample in multiple directions and communicated with the water outlet 6; and each water outlet channel is provided with a sealing valve 4 for controlling the closing of the water outlet channel in the corresponding direction.
As shown in fig. 1, in the present embodiment, a water inlet pressure head 1 is disposed below a rock sample 2, and is used as a lower pressure head to communicate with a lower sample; the effluent head 3 is provided above the rock sample 2 and communicates with the upper sample as an upper head. Wherein, the center of the water inlet pressure head 1 is provided with a water inlet pressure head central channel 9 which is connected with a water inlet 10 to form a water inlet channel; eight water outlet pressure head pipelines 5 which are vertically and uniformly distributed are arranged inside the water outlet pressure head 3, and all the water outlet pressure head pipelines 5 are finally gathered at the water outlet 6 to form a water outlet channel; each water outlet channel is provided with a sealing valve 4, and the sealing valve 4 is arranged on the periphery of the water outlet pressure head 3.
In this embodiment, as shown in fig. 1 to 7, the middle of the rock sample 2 contains a horizontal through fracture 15, and the rock sample 2 is divided into an upper part and a lower part; eight vertical pipelines 7 are vertically and uniformly distributed on the upper half part of the rock sample 2, and a lower vertical pipeline 8 is arranged in the center of the lower half part. Each upper vertical pipeline 7 is connected with a water outlet pressure head pipeline 5, and the joint is sealed by a sealing ring 11; the lower vertical pipeline 8 is connected with a central channel 9 of the water inlet pressure head; the peripheral side face gap of the horizontal through crack 15 is coated with a silica gel layer 12, the outer layer of the rock sample 2 is entirely wrapped with a heat shrink tube 13, and the heat shrink tube is bound on the upper pressing head and the lower pressing head through a hoop 14.
In this embodiment, as shown in fig. 8-10, a nut 41 is provided outside the sealing valve 4 to control the plug 42 to move forward and backward; as described above, the plug 42 is provided with the water through hole 43 penetrating in the radial direction, and the water path is opened when the water through hole 43 is communicated with the outlet head pipeline 5, and is closed otherwise.
The method for carrying out the rock seepage anisotropy test based on the test device is specifically described below, and mainly comprises the following steps:
the method comprises the following steps: rock samples were prepared.
Processing a rock sample with a horizontal through fracture 15 in the middle, and drilling a small hole in the center of the lower rock sample to be used as a central water inlet boundary in seepage; uniformly punching a circle of small holes on the upper rock sample at a position close to the side surface to be used as a water outlet boundary; and (4) after the upper part and the lower part of the sample are tightly pressed and attached, sealing the gap on the side surface by using silica gel.
Step two: and installing the rock sample.
Placing the rock sample between an upper pressure head and a lower pressure head, aligning the small hole of the sample with the small hole on the pressure head, and installing a sealing ring between the rock sample and the upper pressure head; and sealing the side surface of the rock sample by using a heat-shrinkable tube, and fixing the heat-shrinkable tube on the upper pressing head and the lower pressing head by using a hoop.
Step three: external conditions are applied.
Opening a sealing valve corresponding to the direction of the upper pressure head to be measured, and applying certain confining pressure and axial pressure; then applying different water pressures to the water inlet and the water outlet to perform a seepage test; the water pressure applied in the experimental process should not exceed one half of the confining pressure so as to ensure that water cannot reach the water outlet through a gap between the rock sample and the heat-shrinkable tube. The above-mentioned mode of applying water pressure is prior art, adopts current triaxial testing machine to realize, and no longer repeated here.
Step four: the flow in different directions is measured.
Measuring seepage flow after seepage is kept stable; after the measurement is finished, the water pressure and the confining pressure are unloaded in sequence, the axial pressure is kept constant, and the seepage direction is changed by adjusting a valve at the upper pressure head after the oil in the triaxial chamber is drained; then keeping the axial pressure constant, sealing the triaxial chamber, and applying a certain confining pressure and water pressure to measure the flow. And the process is circulated until the measurement of the flow in all directions is completed.
When the pressure head of intaking is as last pressure head, goes out the pressure head and is regarded as the pressure head down, this testing arrangement's experimental principle and test process all are the same with the aforesaid, do not repeated here.
Therefore, the invention changes the fluid seepage direction of the crack surface by using the upper and lower pressure heads with the water passing channel and the control valve, thereby obtaining the flow of the crack surface in different directions. In addition, the water pressure which can be sealed by the three-shaft water pressure leakage testing device is high, the confining pressure in the three-shaft chamber is increased to be more than twice of the water pressure, and the leakage test under the high-water-pressure condition can be carried out. The invention is simple and reliable, has lower cost, and can carry out seepage anisotropic seepage test only by modifying the upper and lower pressure heads of the triaxial testing machine with seepage function.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein, and any reference signs in the claims are not intended to be construed as limiting the claim concerned.
The principle and the implementation mode of the invention are explained by applying a specific example, and the description of the embodiment is only used for helping to understand the method and the core idea of the invention; meanwhile, for a person skilled in the art, according to the idea of the present invention, the specific embodiments and the application range may be changed. In view of the above, the present disclosure should not be construed as limiting the invention.
Claims (9)
1. The utility model provides a be applicable to triaxial testing machine seepage flow anisotropy test device which characterized in that: the device comprises a water inlet pressure head, a rock sample and a water outlet pressure head, wherein the rock sample is clamped between the water inlet pressure head and the water outlet pressure head; the middle part of the rock sample contains a horizontal through fracture which is used as a seepage anisotropy research object and divides the rock sample into an upper sample and a lower sample; the water inlet pressure head is provided with a water inlet which is communicated with the upper sample or the lower sample through a water inlet channel; the water outlet pressure head is provided with a water outlet, and water outlet channels are respectively arranged in the upper sample or the lower sample in multiple directions and communicated with the water outlet; each water outlet channel is provided with a sealing valve for controlling the closing of the corresponding water outlet channel;
the testing device is used for being installed on a three-axis testing machine with a seepage function.
2. The apparatus for testing seepage anisotropy according to claim 1, wherein: the water inlet channel is formed by connecting the internal channel of the rock sample with the internal channel of the water inlet pressure head, and a sealing ring is arranged at a joint.
3. The apparatus for testing seepage anisotropy according to claim 1, wherein: the water outlet channel is formed by connecting the internal channel of the rock sample with the internal channel of the water outlet pressure head, and a sealing ring is arranged at a joint.
4. The apparatus for testing seepage anisotropy according to claim 1, wherein: eight water outlet channels are uniformly arranged in the circumferential direction, and all the water outlet channels are vertically distributed; one end of the water outlet channel is connected to the horizontal through crack, and the other end of the water outlet channel is collected at the water outlet.
5. The apparatus for testing seepage anisotropy according to claim 1, wherein: the sealing valve comprises a plug, one end of the plug is radially provided with a water through hole in a through mode, and the other end of the plug is provided with a nut used for controlling the plug to advance and retreat; adjusting the nut to enable the limber hole and the water outlet channel to be completely staggered, and closing the water outlet channel; and adjusting the nut to enable the limber hole to be crossed and overlapped with the water outlet channel, wherein the water outlet channel is communicated.
6. The apparatus for testing seepage anisotropy according to claim 1, wherein: the peripheral gap of the horizontal through crack is sealed through a silica gel layer.
7. The apparatus for testing seepage anisotropy according to claim 1, wherein: and the outer layer of the rock sample is wrapped by a heat-shrinkable tube, and the heat-shrinkable tube is bound and fixed on the water inlet pressure head and the water outlet pressure head through a hoop.
8. A test method suitable for the seepage anisotropy test device of a triaxial tester according to any one of claims 1 to 7, characterized in that: the method comprises the following steps:
step one, preparing a rock sample: processing a rock sample with a horizontal through fracture in the middle, and drilling a small hole in the center of the sample at one end to serve as a seepage center water inlet boundary; punching a circle of small holes on the other end of the sample in the circumferential direction to be used as a water outlet boundary; then, pressing and attaching the samples at the upper end and the lower end, and sealing the gap on the side surface by using silica gel;
step two, mounting a rock sample: placing the prepared rock sample between a water outlet pressure head and a water inlet pressure head to ensure the sealing between the rock sample and the water outlet pressure head and the communication between a water inlet channel and each water outlet channel; then sealing the outer side of the rock sample by adopting a heat-shrinkable tube, and fixing the heat-shrinkable tube on a water inlet pressure head and a water outlet pressure head by using a hoop;
step three, applying external conditions: opening a sealing valve of the water outlet pressure head in the direction needing to be measured, applying certain confining pressure and axial pressure, and then applying different water pressures to the water inlet and the water outlet to respectively perform seepage tests;
step four, measuring the flow of the water outlet channels in different directions: measuring the seepage flow of the corresponding water outlet channel after the seepage is kept stable; after the measurement is finished, the water pressure and the confining pressure are unloaded in sequence, the axial pressure is kept constant, and the seepage direction is changed by adjusting a sealing valve after the oil in the triaxial chamber is drained; and then keeping the axial pressure constant, sealing the triaxial chamber, applying certain confining pressure and water pressure to measure the flow, and circulating the steps until the flow measurement of the water outlet channel in all directions is completed.
9. The assay method of claim 8, wherein: and the water pressure applied in the third step is not more than one half of the confining pressure so as to ensure that water cannot reach the water outlet through a gap between the rock sample and the heat-shrinkable tube.
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112504938A (en) * | 2020-12-13 | 2021-03-16 | 中国科学院武汉岩土力学研究所 | Seepage simulation device, real triaxial rock permeability real-time measuring system and method |
| CN112557203A (en) * | 2020-11-11 | 2021-03-26 | 核工业北京地质研究院 | Hot hydraulic coupling triaxial test method for fractured rock |
| CN112697671A (en) * | 2020-12-07 | 2021-04-23 | 四川大学 | Rock mass complex structural surface anisotropic seepage testing machine and testing method under deep-ground environment |
| CN113155640A (en) * | 2021-04-15 | 2021-07-23 | 清华大学 | High-temperature rock mass fracture shearing seepage heat exchange test system |
| CN114544458A (en) * | 2022-01-17 | 2022-05-27 | 安徽理工大学 | Rock structural surface permeability testing device and method |
| CN114839119A (en) * | 2022-04-23 | 2022-08-02 | 吉林大学 | Three-dimensional simulation device and method for exploring mass transfer rule of nuclein in X-shaped fracture network |
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| CN112557203A (en) * | 2020-11-11 | 2021-03-26 | 核工业北京地质研究院 | Hot hydraulic coupling triaxial test method for fractured rock |
| CN112697671A (en) * | 2020-12-07 | 2021-04-23 | 四川大学 | Rock mass complex structural surface anisotropic seepage testing machine and testing method under deep-ground environment |
| CN112697671B (en) * | 2020-12-07 | 2022-08-09 | 四川大学 | Rock mass complex structural surface anisotropic seepage testing machine and testing method under deep-ground environment |
| CN112504938A (en) * | 2020-12-13 | 2021-03-16 | 中国科学院武汉岩土力学研究所 | Seepage simulation device, real triaxial rock permeability real-time measuring system and method |
| CN113155640A (en) * | 2021-04-15 | 2021-07-23 | 清华大学 | High-temperature rock mass fracture shearing seepage heat exchange test system |
| CN113155640B (en) * | 2021-04-15 | 2023-03-31 | 清华大学 | High-temperature rock mass fracture shearing seepage heat exchange test system |
| CN114544458A (en) * | 2022-01-17 | 2022-05-27 | 安徽理工大学 | Rock structural surface permeability testing device and method |
| CN114839119A (en) * | 2022-04-23 | 2022-08-02 | 吉林大学 | Three-dimensional simulation device and method for exploring mass transfer rule of nuclein in X-shaped fracture network |
| CN114839119B (en) * | 2022-04-23 | 2022-12-20 | 吉林大学 | Three-dimensional simulation device and method for exploring mass transfer rule of nuclein in X-type fracture network |
| CN115420667A (en) * | 2022-10-08 | 2022-12-02 | 中国矿业大学 | Clamping device and method for measuring anisotropic permeability of layered rock |
| CN116399784A (en) * | 2023-06-07 | 2023-07-07 | 太原理工大学 | Device and method for simulating geothermal exploitation seepage test of fractured thermal reservoir |
| CN116399784B (en) * | 2023-06-07 | 2023-08-18 | 太原理工大学 | Device and method for simulating geothermal exploitation seepage test of fractured thermal reservoir |
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