# Laboratory Measurement and Interpretation of the Changes of Physical Properties after Heat Treatment in Tight Porous Media

Authors: Yili Kang; Mingjun Chen; Lijun You; Xiangchen Li
Journal: Journal of Chemistry
 (2015)

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## Abstract

Prevention of water blocking and optimization of multiscale flow channels will increase gas production of tight reservoirs. Physical properties of samples from representative tight gas reservoirs were measured before and after high temperature treatment. Results show that, with the increase of treatment temperature, mass decreases, acoustic transit time increases, and permeability and porosity increase. Permeability begins to increase dramatically if treatment temperature exceeds the threshold value of thermal fracturing, which is 600~700°C, 500~600°C, 300~500°C, and 300~400°C for shale, mudstone, tight sandstone, and tight carbonate rock, respectively. Comprehensive analyses indicate that the mechanisms of heat treatment on tight porous media include evaporation and dehydration of water, change of mineral structure, generation of microfracture, and network connectivity. Meanwhile, field implementation is reviewed and prospected. Interpretations indicate that, according to the characteristics of multiscale mass transfer in tight gas formation, combining heat treatment with conventional stimulation methods can achieve the best stimulation result.


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## Body

## 1. Introduction

Tight gas reservoirs, including shale gas, tight sandstone gas, and tight carbonate gas reservoirs, are playing an increasingly important role in the growth of natural gas reserves and energy supply. Gas production from tight gas reservoir is a process of multiscale mass transfer. In order to maximize the ability of gas production, it is necessary to optimize all the scales of mass transfer [1–4]. Single hydraulic fracturing mainly generates great-scale fractures based on preexisting fractures, but for tight gas reservoir, many of the reserves occur in small-scale pores. Meanwhile, in order to maximize fracture propagation, much more fracturing fluid is required to be pumped into formation. If the fluid system contains fresh water, the potential of clay swelling and migration would be extremely high. Considering that huge volume of liquid into formation is very difficult to flow back from the pores which have the ultrasmall volume and poor connectivity, various types of formation damage would be easily induced and the production cannot be satisfactory [5–7]. Therefore, effectiveness of conventional stimulation method is still not so good for tight gas reservoirs. A certain kind of stimulation method is urgent to be developed, and formation heat treatment, based on thermal property of rock, is developed as an innovative well stimulation technique, which is focused on prevention of water blocking and generation or propagation of small-scale fractures.Formation heat treatment, which is recognized as a state-of-the-art technology for near-wellbore formation [8], might play a significant role in well stimulation. On the one hand, the water in pores would be removed perfectly, due to the evaporation or dehydration of water at high temperature. Therefore, formation damage like water blocking could be prevented, and permeability of rock is enhanced by removing water in gas flow channel [9–11]. On the other hand, induced fracture generates, preexisting fracture propagates, and finally various kinds of fractures connect to be network under the action of thermal stress at high temperature [12–14]. As a result, the ability of mass transfer can be enhanced dramatically through formation heat treatment. Compared with conventional stimulation methods, like hydraulic fracturing and acid treatment, the advantages of formation heat treatment mainly consist in the following.(1)
It prevents water blocking by evaporation of blocked water and dehydration of clay structure [15].(2)
It enhances permeability and porosity in microscale uniformly. Meanwhile, it makes anisotropy of rock in mesoscale and macroscale under control.(3)
It accelerates desorption and diffusion of methane in matrix, especially for rocks rich in organic [16].(4)
Formation heat treatment does not need water source and it also does not contaminate groundwater. It is totally eco-friendly.However, systematic studies on heat treatment are still rare and the application on stimulation of tight gas formation is urgent to understand. The previous studies on formation heat treatment are based on sandstone, and samples’ permeability is relatively high [8, 9, 15, 17]. Also, thermal cracking in rock, which has been studied a lot in nuclear waste storage, mining technique, HDR geothermal extraction, and stability analysis of constructions, is mostly based on granite that is not the natural gas reservoir [13, 18–21]. Therefore, the effect of high temperature on tight gas reservoirs, which is important in the development of petroleum industry, needs to be evaluated. Furthermore, the effect of heat treatment on different kinds of tight rocks also still needs to be distinguished. In this work, samples from the representative tight gas reservoirs were treated under high temperature in argon gas environment to simulate the in situ anoxic condition. Several lab experimental methods were comprehensively utilized to investigate the effect of heat treatment on physical properties of tight rocks. Then the essence of the changes of physical properties for tight rocks after heat treatment is analyzed comprehensively. Lastly, field implementation of heat treatment process is discussed.


## 2. Experimental Sample and Procedure

### 2.1. Samples’ Description

Tight rock samples in this study are taken from three kinds of representative tight gas reservoirs. Shale samples are from the Longmaxi formation of Lower Silurian in Sichuan Basin, which is recognized as the most producible and profitable shale gas reservoir in China. Tight sandstone samples are from Upper Palaeozoic in Permian in Ordos Basin, which is the most giant tight sandstone gas reservoir in China. And the tight carbonate rock sample is from Feixianguan formation of Lower Triassic in northeast Sichuan Basin, which is the representative tight carbonate gas reservoir in China. Meanwhile, in order to investigate the influence of organic matter in thermal process, mudstone samples from Sichuan Basin are selected to be compared with shale samples. These reservoirs are typically characterized by various kinds of pore types, complicated pore structure, and strong heterogeneity. Porosity and permeability were measured by CMS-300 Core-Automatic Determination Instrument for permeability more than0.01×10-3 μm2 and by LGPM700 with transient pulse decay method for permeability less than 0.01×10-3 μm2. Initial physical properties of these samples under conventional conditions (435 psi and 20°C) are presented in Table 1.Table 1
Physical properties of samples without any heat treatment.
Sample number
MassM0, g
LengthL0, cm
DiameterD0, cm
PorosityΦ0, %
PermeabilityK0, 10−3 um2
P-wave transit timeΔTp, μs/m
S-wave transit timeΔTs, μs/m
Lithology
Shale1
63.3463
5.400
2.504
3.5
0.00780
221.2963
376.6667
Shale
Shale2
67.0235
7.396
2.482
4.6
0.0256
245.9438
408.8697
Shale
Shale3
42.9417
4.966
2.500
4.7
0.0947
247.8856
432.5413
Shale
Shale4
64.2955
6.040
2.500
3.8
0.0860
232.6159
390.0662
Shale
Sand1
41.0425
3.252
2.502
7.3
0.0167
287.3846
428.9231
Sandstone
Sand2
66.0089
5.268
2.478
4.6
0.0181
209.0288
383.9150
Sandstone
Sand3
59.5467
4.650
2.506
5.8
0.0465
274.0964
456.9707
Sandstone
Sand4
60.1367
4.862
2.504
8.3
0.0571
328.9420
523.6723
Sandstone
Sand5
63.8542
5.308
2.488
8.8
0.0539
269.3178
421.0328
Sandstone
Carbonate
55.8123
3.958
2.496
4.3
0.0135
160.2629
311.9312
Carbonatite
Mud1
44.9856
4.210
2.482
5.3
0.0323
358.7732
482.4061
Mudstone
Mud2
46.8326
4.196
2.484
3.1
0.00711
322.8422
539.8188
Mudstone
Mud3
37.6457
3.392
2.488
2.3
0.00559
415.6342
688.4956
Mudstone


### 2.2. Experimental Temperature Setting

X-ray diffraction (XRD) analyses of these samples show that clay mineral and quartz are the main minerals (Table2), except that tight carbonate rock is mainly composed of dolomite. The clay minerals of samples mainly consist of illite, chlorite, kaolinite, and mixed-layer mineral of illite/smectite, except that shale does not contain kaolinite. Within a certain temperature range, structure of clay minerals would be destroyed. Besides clay minerals, thermal reactions can occur in other mineral constituents such as quartz and carbonate. Particularly the quartz, which has a volume expansion of 2.7% in 2~5 seconds when temperature elevates to 573°C due to the α→β inversion of quartz, has a dominant effect on the magnitude of thermal expansion [19, 22]. Heats of reaction for several main minerals of samples are concluded in Table 3. According to the temperature range of heat reaction for minerals shown in Table 3, various temperature values, that is, 100, 200, 300, 400, 500, 600, 700, and 800°C, were specified as the temperature set-points to evaluate the effect of heat treatment on physical properties of tight rocks.Table 2
Quantitative analyses of minerals by XRD.
Lithology
Content of minerals, %
Clay mineral
Quartz
K-feldspar
Anorthose
Calcite
Dolomite
Siderite
Pyrite
Shale
39.96
41.15
3.12
5.12
2.91
4.11
0.00
3.63
Sandstone
24.90
72.89
0.01
0.13
2.06
0.01
0.00
0.00
Carbonatite
7.90
7.70
4.67
2.93
0.00
76.80
0.00
0.00
Mudstone
56.52
11.14
0.00
7.04
25.30
0.00
0.00
0.00Table 3
Heats of reaction for several minerals [34, 35].
Minerals
Temperature range, °C
Reaction after heat treatment
Illite and clay mica
125~250
Loss of hydroscopic water
Mg-chlorite
650
14 Å spacing is intensified
Fe-chlorite
500
14 Å spacing less intense, becoming broad and diffuse
Mixed-layer clays
<600
Varies with amounts and types of minerals present
Kaolinite, well crystallized
575~625
Replacement by amorphous metakaolin
Quartz
573
α → β inversion
Ca-carbonate
700–830
Decomposition


### 2.3. Experimental Equipment and Methods

In order to simulate the in situ anoxic condition, samples with corresponding irreducible water saturation were mounted in a tube furnace filled with argon gas. Mass of samples was measured before and after heat treatment by precision electronic balance in a controlled humidity oven at 20°C and 0% RH. Acoustic compressional wave (P-wave) and shear wave (S-wave) transit time were measured before and after heat treatment under conventional conditions (435 psi and 20°C) through SCMS-J Acoustics-Resistivity Measurement Equipment, which is researched and developed independently by the State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation of SWPU, and the frequency of ultrasonic wave is 170 kHz. Porosity and permeability were measured before and after heat treatment through CMS-300 for permeability more than0.01×10-3 μm2 and through LGPM700 for permeability less than 0.01×10-3 μm2 under conventional conditions (435 psi and 20°C).As is shown in Figure1, the testing procedures are as follows.(1)
Measure one sample’s mass, acoustic transit time, and porosity and permeability under the conditions shown above.(2)
Mount the sample in the tube furnace. Fully evacuate the sample at 62°C to ensure that air, including adsorbed gas, is excluded from the rock. Then break vacuum with argon gas until ambient pressure of sample returns to atmospheric pressure.(3)
Heat the sample to 100°C at a rate of 5°C/min, starting with atmospheric temperature (20°C). When temperature in tube furnace is up to 100°C, the testing temperature would be maintained for 2 h and then decreases to the atmospheric temperature with a rate of 5°C/min.(4)
Measure the mass, acoustic transit time, and porosity and permeability through the same methods and conditions of the first procedure.(5)
Repeat the above steps with heating temperatures of 200, 300, 400, 500, 600, 700, and 800°C, respectively. During the whole process of the heat treatment, the sample is always in argon gas atmosphere.Figure 1
Schematic diagram of the experimental apparatus.


## 2.1. Samples’ Description

Tight rock samples in this study are taken from three kinds of representative tight gas reservoirs. Shale samples are from the Longmaxi formation of Lower Silurian in Sichuan Basin, which is recognized as the most producible and profitable shale gas reservoir in China. Tight sandstone samples are from Upper Palaeozoic in Permian in Ordos Basin, which is the most giant tight sandstone gas reservoir in China. And the tight carbonate rock sample is from Feixianguan formation of Lower Triassic in northeast Sichuan Basin, which is the representative tight carbonate gas reservoir in China. Meanwhile, in order to investigate the influence of organic matter in thermal process, mudstone samples from Sichuan Basin are selected to be compared with shale samples. These reservoirs are typically characterized by various kinds of pore types, complicated pore structure, and strong heterogeneity. Porosity and permeability were measured by CMS-300 Core-Automatic Determination Instrument for permeability more than0.01×10-3 μm2 and by LGPM700 with transient pulse decay method for permeability less than 0.01×10-3 μm2. Initial physical properties of these samples under conventional conditions (435 psi and 20°C) are presented in Table 1.Table 1
Physical properties of samples without any heat treatment.
Sample number
MassM0, g
LengthL0, cm
DiameterD0, cm
PorosityΦ0, %
PermeabilityK0, 10−3 um2
P-wave transit timeΔTp, μs/m
S-wave transit timeΔTs, μs/m
Lithology
Shale1
63.3463
5.400
2.504
3.5
0.00780
221.2963
376.6667
Shale
Shale2
67.0235
7.396
2.482
4.6
0.0256
245.9438
408.8697
Shale
Shale3
42.9417
4.966
2.500
4.7
0.0947
247.8856
432.5413
Shale
Shale4
64.2955
6.040
2.500
3.8
0.0860
232.6159
390.0662
Shale
Sand1
41.0425
3.252
2.502
7.3
0.0167
287.3846
428.9231
Sandstone
Sand2
66.0089
5.268
2.478
4.6
0.0181
209.0288
383.9150
Sandstone
Sand3
59.5467
4.650
2.506
5.8
0.0465
274.0964
456.9707
Sandstone
Sand4
60.1367
4.862
2.504
8.3
0.0571
328.9420
523.6723
Sandstone
Sand5
63.8542
5.308
2.488
8.8
0.0539
269.3178
421.0328
Sandstone
Carbonate
55.8123
3.958
2.496
4.3
0.0135
160.2629
311.9312
Carbonatite
Mud1
44.9856
4.210
2.482
5.3
0.0323
358.7732
482.4061
Mudstone
Mud2
46.8326
4.196
2.484
3.1
0.00711
322.8422
539.8188
Mudstone
Mud3
37.6457
3.392
2.488
2.3
0.00559
415.6342
688.4956
Mudstone


## 2.2. Experimental Temperature Setting

X-ray diffraction (XRD) analyses of these samples show that clay mineral and quartz are the main minerals (Table2), except that tight carbonate rock is mainly composed of dolomite. The clay minerals of samples mainly consist of illite, chlorite, kaolinite, and mixed-layer mineral of illite/smectite, except that shale does not contain kaolinite. Within a certain temperature range, structure of clay minerals would be destroyed. Besides clay minerals, thermal reactions can occur in other mineral constituents such as quartz and carbonate. Particularly the quartz, which has a volume expansion of 2.7% in 2~5 seconds when temperature elevates to 573°C due to the α→β inversion of quartz, has a dominant effect on the magnitude of thermal expansion [19, 22]. Heats of reaction for several main minerals of samples are concluded in Table 3. According to the temperature range of heat reaction for minerals shown in Table 3, various temperature values, that is, 100, 200, 300, 400, 500, 600, 700, and 800°C, were specified as the temperature set-points to evaluate the effect of heat treatment on physical properties of tight rocks.Table 2
Quantitative analyses of minerals by XRD.
Lithology
Content of minerals, %
Clay mineral
Quartz
K-feldspar
Anorthose
Calcite
Dolomite
Siderite
Pyrite
Shale
39.96
41.15
3.12
5.12
2.91
4.11
0.00
3.63
Sandstone
24.90
72.89
0.01
0.13
2.06
0.01
0.00
0.00
Carbonatite
7.90
7.70
4.67
2.93
0.00
76.80
0.00
0.00
Mudstone
56.52
11.14
0.00
7.04
25.30
0.00
0.00
0.00Table 3
Heats of reaction for several minerals [34, 35].
Minerals
Temperature range, °C
Reaction after heat treatment
Illite and clay mica
125~250
Loss of hydroscopic water
Mg-chlorite
650
14 Å spacing is intensified
Fe-chlorite
500
14 Å spacing less intense, becoming broad and diffuse
Mixed-layer clays
<600
Varies with amounts and types of minerals present
Kaolinite, well crystallized
575~625
Replacement by amorphous metakaolin
Quartz
573
α → β inversion
Ca-carbonate
700–830
Decomposition


## 2.3. Experimental Equipment and Methods

In order to simulate the in situ anoxic condition, samples with corresponding irreducible water saturation were mounted in a tube furnace filled with argon gas. Mass of samples was measured before and after heat treatment by precision electronic balance in a controlled humidity oven at 20°C and 0% RH. Acoustic compressional wave (P-wave) and shear wave (S-wave) transit time were measured before and after heat treatment under conventional conditions (435 psi and 20°C) through SCMS-J Acoustics-Resistivity Measurement Equipment, which is researched and developed independently by the State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation of SWPU, and the frequency of ultrasonic wave is 170 kHz. Porosity and permeability were measured before and after heat treatment through CMS-300 for permeability more than0.01×10-3 μm2 and through LGPM700 for permeability less than 0.01×10-3 μm2 under conventional conditions (435 psi and 20°C).As is shown in Figure1, the testing procedures are as follows.(1)
Measure one sample’s mass, acoustic transit time, and porosity and permeability under the conditions shown above.(2)
Mount the sample in the tube furnace. Fully evacuate the sample at 62°C to ensure that air, including adsorbed gas, is excluded from the rock. Then break vacuum with argon gas until ambient pressure of sample returns to atmospheric pressure.(3)
Heat the sample to 100°C at a rate of 5°C/min, starting with atmospheric temperature (20°C). When temperature in tube furnace is up to 100°C, the testing temperature would be maintained for 2 h and then decreases to the atmospheric temperature with a rate of 5°C/min.(4)
Measure the mass, acoustic transit time, and porosity and permeability through the same methods and conditions of the first procedure.(5)
Repeat the above steps with heating temperatures of 200, 300, 400, 500, 600, 700, and 800°C, respectively. During the whole process of the heat treatment, the sample is always in argon gas atmosphere.Figure 1
Schematic diagram of the experimental apparatus.


## 3. Experimental Results

### 3.1. Effect of Heat Treatment on Mass

Change of mass after heat treatment mainly reflects the loss of free water, adsorbed water, interlayer water, and constitution water. As is shown in Figure2, mass of samples tends to decrease as treatment temperature increases. Meanwhile, the evident abrupt change of mass occurs at temperature lower than 200~300°C with temperature increasing. The mass is substantially unchanging if temperature is higher than that range.Figure 2
Normalized mass as a function of treatment temperature for all the samples.Change of mass varies in different lithologies. Mudstone is the most affected. After heat treatment under 800°C, its mass decreases as much as 2.38% on average compared with that before any heat treatment. Magnitude of mass decrease is 1.85% for shale, 0.55% for tight sandstone, and 0.10% for tight carbonate rock.


### 3.2. Effect of Heat Treatment on Acoustic Transit Time

Theoretically, acoustic transit time could increase if the porous media become less tight. Since evaporation or dehydration of water phase and thermal-induced fracturing are the most important mechanisms of heat treatment, change of the acoustic transit time in this work mainly reflects the change of pore structure. Experimental results show that transit time for both compressional wave (P-wave,ΔTp) and shear wave (S-wave, ΔTs) tends to increase as temperature increases (Figure 3), but the change is not very remarkable, as well as the change of porosity presented below. Comparing the acoustic transit time after heat treatment at 800°C with that before heat treatment, ΔTp and ΔTs increase as much as 1.19 times and 1.14 times for shale, 1.62 times and 1.55 times for tight sandstone, 1.10 times and 1.17 times for tight carbonate rock, and 1.13 times and 1.18 times for mudstone.Figure 3
Ratio of acoustic transit time at 800°C to that at 20°C for all the samples.Since the responses ofΔTp and ΔTs to temperature are different, ratio of ΔTs to ΔTp (ΔTs/ΔTp) is necessary to be concerned with in order to comprehensively analyze the effect of heat treatment on physical properties, such as pore size and fracture propagation [23]. Outcome of the acoustic transit time measurement shows that change of ΔTs/ΔTp does not have obvious regularity as the treatment temperature increases (Figure 4). Compared with ΔTs/ΔTp without any heat treatment, the value after heat treatment at 800°C has a tendency of increase for shale and most of tight sandstone samples, but for tight carbonate rock and most of mudstone samples, it has a tendency of decrease.Figure 4
Ratio ofΔTs to ΔTp at 20°C and 800°C for all the samples.


### 3.3. Effect of Heat Treatment on Permeability and Porosity

In general, permeability is one of the physical properties that engineers are most concerned about. The permeability change caused by heat treatment is presented in Figure5. Permeability tends to increase with the treatment temperature getting higher. What is more, permeability has an evident abrupt change within a certain temperature range. In detail, if temperature is lower than the threshold value, increase of the permeability is not so obvious, and if the temperature is higher than the threshold value, significant increase of the permeability occurs. Chen et al. (1999) recognized that percolation model could describe that change behavior perfectly [18].Figure 5
Normalized permeability as a function of treatment temperature for all the samples.Meanwhile, the variation of permeability by heat treatment is not the same for different lithologies. For the threshold temperature, shale is 600~700°C, tight sandstone is 300~500°C, tight carbonate rock is 300~400°C, and mudstone is 500~600°C. Compared with permeability without any heat treatment, the permeability of samples after 800°C treatment increases as much as 10.53~36.84 times (24.18 times on average) for shale, 14.63~33.55 times (21.92 times on average) for tight sandstone, 11.34 times for tight carbonate rock, and 12.11~80.36 times (53.47 times on average) for mudstone.Effect of heat treatment on porosity is similar to that on permeability (Figure6). It still has an abrupt increase within a specified temperature range, which is nearly the same as the change of permeability. In detail, as the treatment temperature elevates, increase of porosity is relatively slow if the temperature is lower than that range, but when temperature exceeds that range, the porosity has a relatively large increase. However, the increase of porosity is not as remarkable as that of permeability, and it also does not have a very evidently abrupt change within a range of threshold temperature. Meanwhile, the variation of porosity is not the same for different lithologies. Compared with porosity without any heat treatment, the porosity of samples after heat treatment at 800°C increases as much as 1.85~2.14 times (1.95 times on average) for shale, 1.61~2.87 times (2.03 times on average) for tight sandstone, 2.15 times for tight carbonate rock, and 1.58~4.05 times (2.82 times on average) for mudstone.Figure 6
Normalized porosity as a function of treatment temperature for all the samples.


## 3.1. Effect of Heat Treatment on Mass

Change of mass after heat treatment mainly reflects the loss of free water, adsorbed water, interlayer water, and constitution water. As is shown in Figure2, mass of samples tends to decrease as treatment temperature increases. Meanwhile, the evident abrupt change of mass occurs at temperature lower than 200~300°C with temperature increasing. The mass is substantially unchanging if temperature is higher than that range.Figure 2
Normalized mass as a function of treatment temperature for all the samples.Change of mass varies in different lithologies. Mudstone is the most affected. After heat treatment under 800°C, its mass decreases as much as 2.38% on average compared with that before any heat treatment. Magnitude of mass decrease is 1.85% for shale, 0.55% for tight sandstone, and 0.10% for tight carbonate rock.


## 3.2. Effect of Heat Treatment on Acoustic Transit Time

Theoretically, acoustic transit time could increase if the porous media become less tight. Since evaporation or dehydration of water phase and thermal-induced fracturing are the most important mechanisms of heat treatment, change of the acoustic transit time in this work mainly reflects the change of pore structure. Experimental results show that transit time for both compressional wave (P-wave,ΔTp) and shear wave (S-wave, ΔTs) tends to increase as temperature increases (Figure 3), but the change is not very remarkable, as well as the change of porosity presented below. Comparing the acoustic transit time after heat treatment at 800°C with that before heat treatment, ΔTp and ΔTs increase as much as 1.19 times and 1.14 times for shale, 1.62 times and 1.55 times for tight sandstone, 1.10 times and 1.17 times for tight carbonate rock, and 1.13 times and 1.18 times for mudstone.Figure 3
Ratio of acoustic transit time at 800°C to that at 20°C for all the samples.Since the responses ofΔTp and ΔTs to temperature are different, ratio of ΔTs to ΔTp (ΔTs/ΔTp) is necessary to be concerned with in order to comprehensively analyze the effect of heat treatment on physical properties, such as pore size and fracture propagation [23]. Outcome of the acoustic transit time measurement shows that change of ΔTs/ΔTp does not have obvious regularity as the treatment temperature increases (Figure 4). Compared with ΔTs/ΔTp without any heat treatment, the value after heat treatment at 800°C has a tendency of increase for shale and most of tight sandstone samples, but for tight carbonate rock and most of mudstone samples, it has a tendency of decrease.Figure 4
Ratio ofΔTs to ΔTp at 20°C and 800°C for all the samples.


## 3.3. Effect of Heat Treatment on Permeability and Porosity

In general, permeability is one of the physical properties that engineers are most concerned about. The permeability change caused by heat treatment is presented in Figure5. Permeability tends to increase with the treatment temperature getting higher. What is more, permeability has an evident abrupt change within a certain temperature range. In detail, if temperature is lower than the threshold value, increase of the permeability is not so obvious, and if the temperature is higher than the threshold value, significant increase of the permeability occurs. Chen et al. (1999) recognized that percolation model could describe that change behavior perfectly [18].Figure 5
Normalized permeability as a function of treatment temperature for all the samples.Meanwhile, the variation of permeability by heat treatment is not the same for different lithologies. For the threshold temperature, shale is 600~700°C, tight sandstone is 300~500°C, tight carbonate rock is 300~400°C, and mudstone is 500~600°C. Compared with permeability without any heat treatment, the permeability of samples after 800°C treatment increases as much as 10.53~36.84 times (24.18 times on average) for shale, 14.63~33.55 times (21.92 times on average) for tight sandstone, 11.34 times for tight carbonate rock, and 12.11~80.36 times (53.47 times on average) for mudstone.Effect of heat treatment on porosity is similar to that on permeability (Figure6). It still has an abrupt increase within a specified temperature range, which is nearly the same as the change of permeability. In detail, as the treatment temperature elevates, increase of porosity is relatively slow if the temperature is lower than that range, but when temperature exceeds that range, the porosity has a relatively large increase. However, the increase of porosity is not as remarkable as that of permeability, and it also does not have a very evidently abrupt change within a range of threshold temperature. Meanwhile, the variation of porosity is not the same for different lithologies. Compared with porosity without any heat treatment, the porosity of samples after heat treatment at 800°C increases as much as 1.85~2.14 times (1.95 times on average) for shale, 1.61~2.87 times (2.03 times on average) for tight sandstone, 2.15 times for tight carbonate rock, and 1.58~4.05 times (2.82 times on average) for mudstone.Figure 6
Normalized porosity as a function of treatment temperature for all the samples.


## 4. Discussions

Tight gas reservoir has characteristics such as relatively small pore, richness in clay minerals or fragile minerals, complex flow paths, and serious anisotropy [24, 25]. Meanwhile, potential water blocking is quite easy to occur and difficult to prevent from the initial drilling and completion of wellbore to the depletion of reservoir during production. According to the experimental results shown above, physical properties of samples change remarkably after high temperature treatment. It is necessary to investigate mechanisms of the changes of physical properties.


### 4.1. Evaporation and Dehydration of Water Phase

Although the free water phase in pore can be easily excluded at about 100°C, other water phases, that is, adsorbed water, interlayer water, and constitution water that exist within minerals, are not easily excluded [26]. Generally speaking, if temperature increases to 100~200°C, adsorbed water and interlayer water can be excluded and constitution water in lattice can be excluded if the temperature is increased to 400~800°C. The main reason for mass decrease in the experiment is the exclusion of adsorbed water and interlayer water. Evaporation and dehydration of water phase in pores expand the gas flow channel, and then permeability increases.Meanwhile, the dehydration of constitution water in clay minerals can make the newly generated minerals tighter and strengthen fragility of rock, which could be recognized as the function of consolidation and would accelerate the effectiveness of hydraulic fracturing [27, 28]. Besides, if the heating rate is high enough, such as microwave heating [1], instant evaporation of interlayer water would occur to make the mineral crystal fracture in the middle and separate from the edge of particle, which would generate microfracture and enhance the permeability evidently.


### 4.2. Mineral Phase Change and Decomposition at High Temperature

As is shown in Table3, some physical or chemical reactions occur when the minerals absorb a certain amount of heat. The most consistent reaction is the inversion of quartz from the α→β inversion at 573°C. The amount of heat needed to complete this inversion is known to be 4.825 cal/gm [29]. The phase is fully reversible, so upon cooling, an equivalent amount of heat is liberated. The reason of highlighting the phase change of quartz is that quartz has a quick (2~5 seconds) volume expansion of 2.7% when quartz is heated to 573°C, which can easily cause the strong thermal-induced stress. Therefore, when sample’s temperature reaches 573°C, it is prone to some degree of break.


### 4.3. Thermal-Induced Fracturing

Although thermal fracturing of rock has minor influence on bulk volume or density, it has a significant effect on pore structure, mainly reflected as generation and propagation of fracture. As rock is made up of different kinds of minerals, differences in thermal expansion of different minerals and differences in thermal expansion along different crystallographic axes of the same mineral can result in heterogeneity and anisotropy of thermal expansion, which generate thermal-induced stress [22]. Besides, if temperature gradient exists in rock, thermal expansion must be different in every part of rock even though thermal expansion coefficient of each mineral is the same, which could also generate thermal stress.If thermal stress exceeds the ultimate tensile strength (tensile strength or compressive strength) at somewhere of the rock, microfracture would occur. Also, different heating rate and interval can cause different degree of thermal fracturing. Generally speaking, thermal fracturing tends to occur in the short axis direction of mineral particles [30]. Therefore, when temperature is relatively low, intercrystalline fracture is the main result of thermal fracturing, and as temperature increases, intracrystal fracture and transcrystalline fracture begin occurring [31].According to the permeability measurement results, after 800°C treatment, permeability of samples increases as much as 24.18 times on average for shale, 21.92 times on average for tight sandstone, 11.34 times for tight carbonate rock, and 53.47 times on average for mudstone. In order to detect the mechanism of permeability enhancement caused by the generation of fracture, SEM (scanning electron microscopy) imaging was conducted before and after 800°C treatment, respectively. Meanwhile, to image the microstructure of shale more clearly, argon-ion milling was utilized to produce a much flatter surface. As is shown in Figure7, various kinds of fractures were initiated or propagated after 800°C treatment. Meanwhile, SEM images show that thermal-induced fractures are generated in different scales depending on thermal expansion of different minerals. These fractures increase permeability remarkably.Figure 7
SEM of samples showing thermal-induced fractures after 800°C treatment.
(a)
Shale
(b)
Tight sandstone
(c)
Tight carbonate rock
(d)
Mudstone


### 4.4. Comprehensive Mechanisms of High Temperature Treatment

Comprehensive analyses of the above mechanisms indicate that essence of the changes of physical properties for tight rock after high temperature treatment is a set of multiscale processes involving evaporation and dehydration of water phase, change of mineral structure, and generation of fracture network. As is presented in Figure8, the red arrow represents the process of thermal fracturing which produces microfractures from initiation and propagation to network connectivity.Figure 8
Mechanisms of heat treatment for tight rocks.According to the experimental results of permeability change, permeability has an evident abrupt change within a certain temperature range, which can be recognized as the range of threshold value based on percolation model. If the temperature is lower than the threshold value, effect of heat treatment is mainly reflected in evaporation or dehydration of water phase and minor generation of microfractures. Its main mechanism is to prevent water blocking in pores, but it cannot enhance permeability of tight rock essentially. Therefore, the main mechanism of permeability enhancement through heat treatment is the fracture network developed from initiation of microfracture and fracture propagation under the action of thermal stress when the treatment temperature is higher than the threshold value. Furthermore, kerogen in shale can strengthen the action of thermal stress compared to others without any organic materials. In detail, the kerogen would generate large amount of gas and oily product at certain high temperature, and when it is heated, these products would expand seriously, resulting in extending pressure [32]. If the value of extending pressure exceeds a certain critical value, the rock would develop more dramatic fracturing.


## 4.1. Evaporation and Dehydration of Water Phase

Although the free water phase in pore can be easily excluded at about 100°C, other water phases, that is, adsorbed water, interlayer water, and constitution water that exist within minerals, are not easily excluded [26]. Generally speaking, if temperature increases to 100~200°C, adsorbed water and interlayer water can be excluded and constitution water in lattice can be excluded if the temperature is increased to 400~800°C. The main reason for mass decrease in the experiment is the exclusion of adsorbed water and interlayer water. Evaporation and dehydration of water phase in pores expand the gas flow channel, and then permeability increases.Meanwhile, the dehydration of constitution water in clay minerals can make the newly generated minerals tighter and strengthen fragility of rock, which could be recognized as the function of consolidation and would accelerate the effectiveness of hydraulic fracturing [27, 28]. Besides, if the heating rate is high enough, such as microwave heating [1], instant evaporation of interlayer water would occur to make the mineral crystal fracture in the middle and separate from the edge of particle, which would generate microfracture and enhance the permeability evidently.


## 4.2. Mineral Phase Change and Decomposition at High Temperature

As is shown in Table3, some physical or chemical reactions occur when the minerals absorb a certain amount of heat. The most consistent reaction is the inversion of quartz from the α→β inversion at 573°C. The amount of heat needed to complete this inversion is known to be 4.825 cal/gm [29]. The phase is fully reversible, so upon cooling, an equivalent amount of heat is liberated. The reason of highlighting the phase change of quartz is that quartz has a quick (2~5 seconds) volume expansion of 2.7% when quartz is heated to 573°C, which can easily cause the strong thermal-induced stress. Therefore, when sample’s temperature reaches 573°C, it is prone to some degree of break.


## 4.3. Thermal-Induced Fracturing

Although thermal fracturing of rock has minor influence on bulk volume or density, it has a significant effect on pore structure, mainly reflected as generation and propagation of fracture. As rock is made up of different kinds of minerals, differences in thermal expansion of different minerals and differences in thermal expansion along different crystallographic axes of the same mineral can result in heterogeneity and anisotropy of thermal expansion, which generate thermal-induced stress [22]. Besides, if temperature gradient exists in rock, thermal expansion must be different in every part of rock even though thermal expansion coefficient of each mineral is the same, which could also generate thermal stress.If thermal stress exceeds the ultimate tensile strength (tensile strength or compressive strength) at somewhere of the rock, microfracture would occur. Also, different heating rate and interval can cause different degree of thermal fracturing. Generally speaking, thermal fracturing tends to occur in the short axis direction of mineral particles [30]. Therefore, when temperature is relatively low, intercrystalline fracture is the main result of thermal fracturing, and as temperature increases, intracrystal fracture and transcrystalline fracture begin occurring [31].According to the permeability measurement results, after 800°C treatment, permeability of samples increases as much as 24.18 times on average for shale, 21.92 times on average for tight sandstone, 11.34 times for tight carbonate rock, and 53.47 times on average for mudstone. In order to detect the mechanism of permeability enhancement caused by the generation of fracture, SEM (scanning electron microscopy) imaging was conducted before and after 800°C treatment, respectively. Meanwhile, to image the microstructure of shale more clearly, argon-ion milling was utilized to produce a much flatter surface. As is shown in Figure7, various kinds of fractures were initiated or propagated after 800°C treatment. Meanwhile, SEM images show that thermal-induced fractures are generated in different scales depending on thermal expansion of different minerals. These fractures increase permeability remarkably.Figure 7
SEM of samples showing thermal-induced fractures after 800°C treatment.
(a)
Shale
(b)
Tight sandstone
(c)
Tight carbonate rock
(d)
Mudstone


## 4.4. Comprehensive Mechanisms of High Temperature Treatment

Comprehensive analyses of the above mechanisms indicate that essence of the changes of physical properties for tight rock after high temperature treatment is a set of multiscale processes involving evaporation and dehydration of water phase, change of mineral structure, and generation of fracture network. As is presented in Figure8, the red arrow represents the process of thermal fracturing which produces microfractures from initiation and propagation to network connectivity.Figure 8
Mechanisms of heat treatment for tight rocks.According to the experimental results of permeability change, permeability has an evident abrupt change within a certain temperature range, which can be recognized as the range of threshold value based on percolation model. If the temperature is lower than the threshold value, effect of heat treatment is mainly reflected in evaporation or dehydration of water phase and minor generation of microfractures. Its main mechanism is to prevent water blocking in pores, but it cannot enhance permeability of tight rock essentially. Therefore, the main mechanism of permeability enhancement through heat treatment is the fracture network developed from initiation of microfracture and fracture propagation under the action of thermal stress when the treatment temperature is higher than the threshold value. Furthermore, kerogen in shale can strengthen the action of thermal stress compared to others without any organic materials. In detail, the kerogen would generate large amount of gas and oily product at certain high temperature, and when it is heated, these products would expand seriously, resulting in extending pressure [32]. If the value of extending pressure exceeds a certain critical value, the rock would develop more dramatic fracturing.


## 5. Prospects on Field Testing

The concept of formation heat treatment was first proposed by Jamaluddin et al. (1995) to solve formation damage induced by water blocking, which mainly aimed at relatively high permeability samples compared with the samples in this work [8]. For the application in industry, the earliest report was that of Albaugh (1954), on an oil well in California, which had an increase of 76% in production compared with that of pretreatment [33]. The other typical application in industry was that of Jamaluddin et al. (1999), on a field test that was carried out in a disused gas well, which made the permeability increase from 0.66×10-3 μm2 to 20×10-3 μm2 [17].Since the high temperature has the risk of destroying casing/cement integrity, it needs to be considered in field application. Many excellent ideas have been presented, such as that of Jamaluddin et al. (1999) who designed and constructed an electrical down-hole heater by using high-pressure nitrogen gas as the heat carrier [17]. What is more, several other ways to transport heat to objective formation point, such as microwave [1] and high-power laser technology [20], are still very effective. These heating methods are all designed and constructed to enhance permeability most remarkably and avoid destroying the casing/cement integrity. Meanwhile, in order to heat the target depth accurately, coiled tubing system would be a very good choice. Also, the technology of coiled tubing is applicable in horizontal well, which can meet the requirement of staged stimulation in horizontal well.Gas production of tight reservoirs is a typical multiscale mass transfer process, which is related to decrease of water saturation (Sw), change of mineral structure, and generation and propagation of microfracture and meso/macrofracture. Table 4 summarizes the contribution of different stimulation methods, that is, formation heat treatment, hydraulic fracturing, gas-based fracturing, acid treatment, and acid fracturing, on the above four scales. Compared with other stimulation methods, the advantages of heat treatment are mainly reflected in the scale of reducing Sw and generation of microfracture. The development of large amount of microfracture plays an important role in reducing fracturing pressure and generating fracture network for tight rock.Table 4
Contribution of various stimulation methods on different scales of mass transfer.
Scale
Formation heat treatment
Hydraulic fracturing
Gas-based fracturing
Acid treatment
Acid fracturing
S
w decrease
★★★★
●
☆
●
●
Mineral reaction
★★★★
☆
☆
★★★
★★★
Microfracture generation
★★★★
★★
★★
☆
★★
Meso/macrofracture generation
★★
★★★★
★★★★
☆
★★★★
★★★★: predominant, ★★★: secondary, ★★: weak, ☆: ineffective, and ●: harmful.Generally speaking, gas production of tight reservoirs contains processes of desorption, diffusion, and slip flow. Therefore, only if the matrix pore, microfracture, and meso/macrofracture were suitably matched, could the highest production be achieved. Conventional stimulation method, such as hydraulic fracturing, mainly plays an important role in the propagation of meso/macrofracture and heat treatment method mainly works in the development of microfracture and prevention of water blocking. Therefore, combining heat treatment stimulation and other nonthermal stimulations can perfectly match all the scales of mass transport processes, resulting in the most effective stimulation.


## 6. Conclusions

In this work, physical properties after heat treatment for different lithologies are studied experimentally. Meanwhile, SEM imaging was implemented to detect microfracture development and other structural changes. Since formation heat treatment is a state-of-the-art technology for tight gas formation and the systematic studies are still in the infancy, results of this work are significant to deeply understand the advantage of heat treatment on gas production enhancement. Conclusions from this work are summarized as follows.(1)
Physical properties of tight rocks change significantly after specified temperature treatment. Generally speaking, shale and mudstone change more remarkably than tight sandstone and tight carbonate rock.(2)
The decrease of mass mainly occurs lower than 200~300°C. Acoustic transit time increases as temperature increases, except that the change ofΔTs/ΔTp does not have obvious regularity. As temperature increases, permeability of shale, mudstone, tight sandstone, and tight carbonate rock increases remarkably at 600~700°C, 500~600°C, 300~500°C, and 300~400°C, respectively, which is the threshold temperature range of thermal fracturing for each lithology.(3)
Essence of the changes of physical properties after heat treatment for tight rock is a set of multiscale processes involving evaporation and dehydration of water phase, change of mineral structure, and generation of fracture network.(4)
Typical field applications are reviewed to confirm the feasibility of heat treatment in industry. Heating methods, such as high-pressure nitrogen and microwave, are presented to be effective in enhancing permeability remarkably and avoiding destroying the casing/cement integrity.(5)
Heat treatment can dramatically enhance permeability in the scale of matrix pore and microfracture. However, for the scale of meso/macrofracture, it is necessary to use conventional stimulation method. Therefore, integrating heat treatment with conventional stimulation might be the best choice.



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*Source: 341616-2015-09-27.xml*