| CPC G01N 3/12 (2013.01) [G01N 3/06 (2013.01); G01N 3/18 (2013.01); G01N 33/24 (2013.01); G01N 2203/006 (2013.01); G01N 2203/0226 (2013.01); G01N 2203/0298 (2013.01); G01N 2203/0641 (2013.01)] | 4 Claims |
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1. A method for evaluating a damage to a surrounding rock porous structure due to a high-temperature and high-humidity gas, comprising configuring a device for evaluating the damage to the surrounding rock porous structure by the high-temperature and high-humidity gas, wherein the device comprises: a rock sample clamper, a temperature control device, a pressurizing device, a gas mixing injection device, a computed tomography (CT) scanning device and a low-temperature nitrogen adsorption device;
the rock sample clamper is configured for placing and clamping a rock sample, the rock sample comprises a broken block and a surrounding rock formed by simulating a tunnel excavation, a simulation tunnel is formed between the broken block and the surrounding rock, a simulation excavation cutting line is formed on the surrounding rock;
the temperature control device is configured for providing an in-situ temperature for the rock sample; the pressurizing device is configured for providing an in-situ pressure for the rock sample; the gas mixing injection device is configured for providing an in-situ gas for the rock sample;
the CT scanning device is configured for scanning a rock sample structure before and after a gas injection to visually monitor and analyze a gas transport path and a porous structure change and perform a qualitative evaluation on the damage to the surrounding rock porous structure under an action of the high-temperature and high-humidity gas;
the low-temperature nitrogen adsorption device is configured for performing a low-temperature nitrogen adsorption test on the surrounding rock before and after the gas injection to utilize test data to combine with a fractal theory, to obtain indexes for quantitatively evaluating a damage degree of the surrounding rock porous structure under the action of the high-temperature and high-humidity gas, said indexes including a porous complexity change rate and a porous volume change rate, to perform the qualitative evaluation;
the method comprises:
making the rock sample, comprising: cutting a plunger sample at a centre of a standard rock core, and taking a rest part as a surrounding rock sample; wherein the plunger sample is configured for simulating a broken rock structure in the tunnel excavation, the surrounding rock sample is configured for simulating the surrounding rock in the tunnel excavation, a section between the plunger sample and the surrounding rock sample is configured for simulating a section between a broken rock body and the surrounding rock in the tunnel excavation;
fixing the rock sample in the rock sample clamper;
applying the in-situ temperature and the in-situ pressure to the rock sample, and injecting the in-situ gas, wherein the in-situ gas reacts with the rock sample;
configuring the CT scanning device to visually monitor and analyze the gas transport path in a gas rock reaction and the porous structure change before and after the gas rock reaction to perform the qualitative evaluation on the damage to the surrounding rock porous structure under the action of the high-temperature and high-humidity gas, comprising: configuring the CT scanning device to respectively scan the rock sample before and after the gas rock reaction to obtain a CT scanning image of a cross section of the rock sample along different positions; comparing the CT scanning image of the cross section of the same position of the rock sample before and after the gas rock reaction, obtaining the gas transport path in the gas rock reaction, in the CT scanning image, a gas rock and a surrounding rock skeleton are displayed in different colours, the gas transport path is allowed to be obtained by observing the CT scanning image; according to a gas transport path analysis to obtain the porous structure change before and after the gas rock reaction; qualitatively evaluating the damage to the surrounding rock porous structure under the action of the high-temperature and high-humidity gas according to the porous structure change;
respectively performing the low-temperature nitrogen adsorption test to the surrounding rock before and after the gas rock reaction to obtain a change of the related parameters of the porous structure;
calculating the porous complexity change rate and the porous volume change rate according to the change of the related parameters of the porous structure, and quantitatively evaluating the damage to the surrounding rock porous structure according to the porous complexity change rate and/or the porous volume change rate;
wherein the calculating the porous complexity change rate according to the change of the related parameters of the porous structure comprises applying a first calculation formula defined as:
 wherein, in the first calculation formula, V is a gas adsorption volume under a balance pressure P, Vm is a layer of gas adsorption volume, V and Vm are obtained by the low-temperature nitrogen adsorption test, K is characteristic constant, R is gas constant, T is an absolute temperature, P0 is a saturated vapour pressure of nitrogen at a liquid nitrogen temperature, D is a fractal dimension, σ1 is the porous complexity change rate, DI is a fractal dimension before the gas rock reaction, DE is a fractal dimension after the gas rock reaction, P0/P is a damage coefficient;
wherein the porous volume change rate is calculated according to the change of the related parameters of the porous structure by applying a second calculation formula defined as:
 wherein, in the second calculation formula, K1 is the porous volume change rate, VP1 is a porous volume before the gas rock reaction, VP2 is a porous volume after the gas rock reaction, VP1 and VP2 are obtained by the low-temperature nitrogen adsorption test.
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