Test method of saturation-resistance increase coefficient of shale with bedding fractures
A technology of resistance increase and test method, which is used in measurement devices, suspension and porous material analysis, material analysis by electromagnetic means, etc. degree relationship and the insignificant decrease of matrix pore saturation
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Embodiment 1
[0041] see figure 1 , in this embodiment, the application provides a core 6 holder for shale with bedding fractures, including a kettle body shell 1 and a rubber sleeve 3 arranged in the kettle body shell 1, and a kettle body The plunger 2, the upper plunger 4 of the rock core and the lower plunger 5 of the rock core; the upper end of the kettle body shell 1 is open, and the said kettle body plunger 2 is blocked on the upper end of the kettle body shell 1; the rubber sleeve 3 and the kettle body The shell 1 is arranged separately, and the space between the inner wall of the shell 1 of the kettle body and the outer wall of the rubber sleeve 3 is the inner cavity of the kettle body, and the inner cavity of the kettle body is filled with non-conductive silicone oil; the upper plunger 4 and the The lower core plunger 5 is respectively blocked at the upper and lower ends of the rubber sleeve 3 , and a clamping space for holding the rock core 6 is formed between the upper core plung...
Embodiment 2
[0047] In this embodiment, the application provides a resistivity tester for shale with bedding fractures, including a resistivity meter 11, a computer 12, a core holder 6, a gas source 13 and a weighing balance 14. The rock core 6 holder adopts the above-mentioned rock core 6 holder; the gas source 13 is connected to the upper end of the clamping space through a gas inlet pipeline 15, and the metering balance 14 is connected to the lower end of the clamping space through a gas outlet pipeline 18; The resistivity meter 11 is respectively connected to the lower core plunger 5 and the upper core plunger 4 through the positive electrode lead 17 and the negative electrode lead 16; the output end of the resistivity meter 11 is connected to the input end of the computer 12 .
[0048] Specifically, a plurality of insulating joints are provided on the plunger 2 of the kettle body, and the gas inlet pipeline 15, the gas outlet pipeline 18, the positive electrode wire 17 and the negative...
Embodiment 3
[0051] In this embodiment, the application provides a saturation-resistance increase coefficient test method for shale with bedding fractures, using the above-mentioned resistivity tester, including the following steps:
[0052] S1. Make regular-shaped rock cores and dry them, and measure the dry weight m of the dried rock cores d , length L and diameter d, calculate the total core volume V according to the length L and diameter d d where V d =π*d^2*L / 4.
[0053] Specifically, step S1 includes the following steps:
[0054] S101. Take a shale sample and process it into a plunger core with a diameter d of 2.54 cm and a length L of 3-5 cm.
[0055] S102, drying the plunger core, measuring its dry weight m d , the unit is g, calculate the total volume V of the dried core according to the length L and diameter d of the core d , V d =π*d^2*L / 4, the unit is cm 3 .
[0056] S2. Configure the simulated formation aqueous solution, saturate the core for 24 hours under a pressure ...
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