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DOI: 10.31038/GEMS.2023524

Abstract

Shale, a significant rock formation with potential as a source and reservoir rock, presents challenges in drilling due to its unique chemical composition and mechanical properties. To address the instability caused by shale mineralogy, various shale inhibitors are used as drilling fluid additives, interacting with clay minerals to stabilize the clay by neutralizing surface charges. While numerous research groups have extensively studied shale stabilization, clay chemistry, and novel inhibitors, there remains a gap in comprehensive studies that correlate evidence of shale instability from recent literature with clay mineralogy and Zeta potential. This review article fills this gap by presenting pioneering work and recent evidence from literature to provide a clear rationale behind the role of clay mineralogy in shale instability. Notably, a novel correlation has been developed that predicts clay swelling based on Zeta potential for sodium bentonite clay with a smectite percentage ranging from 70-90%. This review work serves as a foundation for future researchers in selecting appropriate shale samples for their shale stabilization studies and estimating clay swelling based on Zeta potential. Ultimately, it presents a more nuanced understanding of the mechanism of shale swelling inhibition, contributing to the advancement of knowledge in this field with a cerebral approach.

Keywords

Clay mineralogy; Shale instability; Shale swelling; Shale hydration

Introduction

Shale is the most abundant clastic sedimentary rock roughly accounting for 70 % of the sedimentary rock type in the Earth’s crust [1]. Shale is a laminated and fissile rock comprising of clay and silt size particles ranging from 0.02 – 0.05 mm in diameter [2,3]. Shales are often located with the layers of limestone or sandstone and typically generate in the environment where silts, muds and other sediments were deposited by the mellow currents followed by the compaction e.g., basins of shallow oceans, payas, river flood plans and floor of deep-oceans [4,5]. The permeability and porosity of shale rocks depend upon the size of the constituent grain particles while their colour is mainly attributed by their composition e.g., the higher the organic content of the clay, the darker will be its colour; purple and reddish colour is due to the existence of hematite and limonite, blackish, brown, and blue hues correspond to the presence of iron ores while calcareous shale are yellowish or light grey [6,7]. Organic shales containing kerogens (a complicated mixture of hydrocarbons generated from animals and plants remains) in substantial quantity, produce oil when subjected to pyrolysis, are called oil shales [8-10]. The term shale oil is also used for the crude oil which is produced from oil bearing shale formations with low permeability and to avoid the confusion with the generic crude oil, the term ‘tight oil’ can be used for shale-oil [11]. The shale oil reservoirs are usually classified by the (Vitrinite reflectance) Ro = 0.6%-1.2%, TOC (Total organic content) > 2% and having complex mineral composition with ultra low permeability (0.001-0.0001) mD and low porosity (<5%) [12,13]. Though, shale is an important reservoir and source rock but drilling through shale formation is a havoc due to its brittle nature. Roughly 70% of the wellbore instability issues are associated with the shale dispersion, swelling and sloughing [14,15]. Wellbore instability issues may arise due to bit balling, pipe stucking, caving and lost circulation which predominantly happens due to shale swelling [16,17]. Shales can undergo through instability mainly due to its chemical composition or mechanical failure [18]. However, in this detailed review, shale instability has been related with the clay chemistry. The pieces of evidence have been collected from the recent literature which directly correlates the clay mineral content with shale instability. Moreover, this review paper also sheds lights on the pioneer work carried out which basically laid the foundation of the role of mineralogy in shale hydration. More importantly, this paper also relates the shale types with its mineralogy and ultimately with instability, paving way for the researchers to choose the suitable candidate for their shale stabilization studies.

Structure of Paper

To begin with, a concise introduction to shale has been presented, followed by an in-depth discussion of clay chemistry and its pivotal role in shale instability, drawing on pioneering research. Next, the impact of clay mineralogy on different types of shales and their resultant instability has been extensively examined. Furthermore, recent literature has been cited to demonstrate the effects of clay chemistry on shale instability. A new correlation, known as the M.H. correlation, has been developed, which establishes a link between clay instability and zeta potential. Finally, the study concludes with a summary of the key findings in the conclusion section.

Clay Chemistry

Understand the Term ‘Shale Instability’

Since, in this section clay chemistry will be discussed in context of ‘shale instability’ thus it is imperative to understand this term before moving forward. The term ‘instability’ is subjective; therefore, it is important to understand this term to make a clear narrative. In context of shale, the shale instability can be depicted by two phenomena: (1) dispersion (2) sloughing. Sloughing or swelling mainly takes place in swelling shale containing expandable clays such as smectite. Generally, cations with high valences are strongly adsorbed to the clay and thus are less prone to swelling as compared to the clay containing low valence exchangeable cations [19]. Unlike swelling, dispersion is mainly the continual disintegration of the shale which is induced when the bonding between clay layers is weakened when it hydrates [20,21]. This leads to the strength reduction of the shale formation which may collapse the wellbore [22].

Clay Mineralogy

Shale is comprised of many mineral grains which are predominantly clay-sized granules. IBorysenko (2009) presented the mineral composition for Pierre shale as: quartz (29%); kaolinite and chlorite (8%); illite, muscovite and smectite (28%); dolomite, albite, orthoclase (13%); and mica (24%) [23]. All these clay minerals can be classified based upon the configuration of alumino-phyllosilicate sheets as 1:1 or 2:1 [24,25]. A 1:1 clay consists of one octahedral and one tetrahedral sheet which are uncharged (neutral) and are bonded by hydrogen bonding e.g., kaolin group (kaolinite, nacrite, halloysite, dickite etc.) [26]. However, 2:1 configure d clay minerals are comprised of an octahedral sheet which is sandwiched between two tetrahedral sheets bonded with cations such as K+ (in illite) or Ca+/Na+ (in smectite) and overall having a negatively charged surface e.g., smectite, illite and chlorite as shown in Figure 1 [27]. Swelling clays have exchangeable cations and layers are always lacking in positive charge due to cationic substitution and thus cations in interlayer are deemed to counter-balance the negative charge in clay layers [28].

fig 1

Figure 1: 1:1 and 2:1 configuration of clay mineral layers

Shale is composed of various clay minerals [29]. Among these minerals, smectite minerals and smectite/illite mixed layer are deemed to be the main reason behind clay swelling mainly due to their 2:1 configuration and cationic exchange capacity. O’Brien and Chenevert (1973) were one of the pioneers for their significant contribution in qualitatively relating shale swelling and its dispersion behaviour with its mineralogical composition. According to their qualitative study, shales rich in illite/smectite (S/I mixed layer) are more prone to dispersion and swelling. However, illite won’t alone result into sloughing, although it may result into the dispersion of the shale. They also found out that shales rich in S/I (mixed) layers are more prone to dispersion and sloughing. This is because at higher burial depth and certain conditions of temperature, illitization of smectite starts. Firstly, smectite converts to S/I (mixed) layer than to fully illite [30]. Therefore, matured shales hardly contain any smectite content. Table 1 adopted after O’Brien and Chenevert (1973) shows the relation between shale mineralogy and instability issues.

Table 1 shows that shales rich in mixed layer S/I (Smectite/illite) are more prone to dispersion and sloughing. However, shale containing no smectite originally will not undergo through illitization thus no mixed layer will be formed and eventually no prominent shale instability issues will rise [31].

Table 1: Role of clay mineralogy in shale instability

#

Mineralogy

Appearance

Dispersion

Sloughing

1 High smectite with little illite Soft High Not observed
2 High illite with high smectite Soft High Not observed
3 High S/I + illite + chlorite Medium hard Moderate High
4 Moderate chlorite and illite Hard Little Moderate
5 High illite + moderate chlorite Very hard Not observed Not observed

Before discussing the significant shale plays and their mineralogical composition, Table 2 summarizes the properties of various clay minerals which are usually found in the shale followed by a detailed discussion pertaining to all minerals. As a scope of this review, the discussion will be limited to Smectite, Illite, Chlorite and Kaolinite.

Table 2: Surface and chemical properties of problem causing slay minerals

#

Mineral

Layer Confg.

Surface Charge mC/m2 [57]

Cationic exchange capacity (meq/100g)

[58]

Basal spacing Ao [59,60]

Chemical Formula

Specific surface area m2/gm [61]

Octahedral layer

Tetrahedral Layer

Coordination s

1 Montmorillonite

2:1

−6.03 ± 1.5

80-120

12.34

[(Na,Ca)0.33(Al,Mg)2(Si4O10)(OH)2·nH2O]

40-800

Al1.7Mg0.3

Si3.9Al0.1

O10(OH)2

2 Illite

2:1

20-40

10

(K,H3O)(Al,Mg,Fe)2(Si,Al)4O10[(OH)2·(H2O)],

10-100

Al2

Si3.2Al0.8

O10(OH)2

3 Kaolinite

1:1

−3.5 ± 1.5

1-10

10.6

Al2O3·2SiO2·2H2O

5-40

Al2

Si2

O5(OH)4

4 Chlorite

2:2

20-40

14

(Mg,Fe)3(Si,Al)4O10(OH)2·(Mg,Fe)3(OH)6

10-55

Mg2.6Fe0.4

Si2.5Al

O10(OH)2

Montmorillonite is a significant member of the smectite mineral comprising silica tetrahedron and aluminum octahedral depicted in Figure 2A. The smectite group has wide spaces between base units and feeble bonding which makes it prone to swelling by intercalation of water cations into the lattice. The swelling can be reduced by substituting the counter-cations such as Ca+ and Na+. Smectite is mainly found in shallow intervals and at deep intervals it converts to illite which can also show swelling tendency.

fig 2

Figure 2: Scanning Electron Microscopy results of A) Smectite B) Kaolinite C) Illite [32] D) S/I mixed layer [33].

Illite has lesser tendency to swell in water even though it contains the same base unit as montmorillonite mainly because of strong electrostatic force of attraction and bonding between layers as shown in Figure 2C. Ion exchange may take place at the surface, but the volume expansion caused by this hydration is insignificant as compared to volume expansion in montmorillonite. They are formed by the weathering of muscovite and feldspar and its layers are bonded by poorly hydrated K+ ions which keeps it stable against hydration. However, the other type of illite which forms from smectite at HTHP conditions in deep interval has more tendency to swell as compared to the original version.

Chlorite and   Kaolinite, unlike the other clay minerals, do not possess the hydration ability, although kaolinite shows a little dispersive behaviour. Kaolinite clays have lower swelling tendency and show poor ionic exchange capability. Shales rich in kaolinite are brittle in nature and are mainly the subject of mechanical failure in the formation. Not all shales contain every mineral which is responsible for shale instability.

But do shales really swell? It is also very important to mention here that shale doesn’t really swell in in-situ drilling conditions unless there are micro-fractures, exposed internal surface due to overburden or they are already drilled (in the form of cuttings). This above statement has always been a very important topic to debate among various research groups till now. However, the wellbore instability issues, and Non-productive time (NPT) caused by shale dispersion and its sloughing are something that everyone agrees on.

Since, from the pioneer work of O’Brien, it is established that chlorite doesn’t have much to do with the shale instability but infact these are mixed layers (S/I) and Illite which result into shale instability. Now, it is imperative to note if these types of minerals are found in major shale plays around the world. Table 3 presents a few of the major shale plays in North and Central America which depicts illite is usually the common mineral in most of major shale plays. Vermilion and Anahuac shale since is at lower burial depth thus it contains smectite while Atoka and Midway owing to the high burial depth, exhibit the process of illitization in the form of S/I (mixed layer).

Table 3: Mineralogical clay composition of major shale plays in North and Central America [34-36]

#

Shale

Smectite %

Illite %

S/I mixed layer %

Chlorite %

Kaolinite %

1 Vermilion

25.4

5.5

6.7

2 Anahuac

40.4

5.5

3 Atoka

38.8

18.2

13

12

4 Midway

35

15.0

15

15

5 Wolfcamp

14.8

3.2

19

6 Canadian Hard

48.3

8.3

10

7 Barnett

1-5%

27

8

Significance of Diffused Double Layer (DDL)

Smectite contains montmorillonite which has the tendency to swell as shown in Table 1, due to weak bonding and 2:1 layer configuration which renders a negative charge on clay surface [37,38]. This negative charge is responsible for attracting water and other cations and thus leading to the swelling of the shale [39]. To understand the swelling caused by smectite mineral in shale, it is crucial to understand how the 2:1 configured negatively charged clay minerals formulate diffused double layer (DDL) or electrical double layer in first place. Clays are predominantly alumino-silicates in which silicon and aluminum ions are continuously being substituted by other cations leaving a net negative charge [21,40]. When clay particles are hydrated (or dispersed in a solution), they are surrounded by thin layer of cations (hydrosphere) from water [22]. Now, an electrical double layer will be formed which includes (i) negatively charged surface, (ii) surrounding cations (Stern layer) and (iii) a thin film of dispersing medium which contains high concentration of counter-ions as shown in Figure 3. Various shale inhibitors alter the DDL and neutralize the charge on clay surface to stabilize the clay against hydration [41,42].

fig 3

Figure 3: Components of Electrical Double Layer [43,44]

Shale Types and Clay Chemistry

Based upon shale appearance and its response to hydration it can be categorized into various categories to rationalize the swelling mechanism in a more comprehensible way [45].

Brittle Shales

Although they are quite cemented rocks, brittle shales crumble into tiny pieces when exposed to water. However, in the water, these parts don’t swell or get softer [46]. Brittle failure is brought on by: due to hydration of bedding planes and microfracture surfaces, shales first become weak, and clay then fails when surrounded by a matrix of non-swelling minerals like quartz and feldspar [47]. Brittle shales often have a high concentration of kaolinite, illite, and chlorite, all of which are unstable in high-pH surroundings [48]. The shape of cutting and bore hole instability might be severe depending upon the drilling direction (attack angle) with respect to drilling plane and the degree of rock anisotropy [49,50]. A brittle shale may act as a potential source rock for hydrocarbons, particularly gas deposits. Though, the age and brittleness of shales, which are determined by their elastic properties and mineral dominance, are the key factors that determine the success of production under these conditions. Generally, the success of hydraulic fracturing increases with increasing brittleness index [51]. The process includes creating fracture networks in the shale matrix, which would lead to the improvement in recovery factor of these extremely tight formations [52].

Swelling Shales

Although hydration (swelling) and dispersion are linked phenomena, however, the quantity and kind of clays present in the shale’s structure play a significant role in determining when they occur. Osmotic and surface (crystalline) hydrations induce swelling to occur [53,54]. Surface hydration which merely results in a small expansion brought on by the addition of a few water molecules on the surfaces of the clays, is not frequently thought to be of major relevance [55]. In this type of hydration, layers of water molecules form a quasi-crystalline structure between unit layers, increasing the c-spacing, and hydrogen bonds hold the water molecules to the oxygen atoms [56]. On the other hand, osmotic hydration is the main issue that results in the considerable expansion of clays and closure of the borehole [57]. It occurs when cation concentration between unit layers in a clay mineral is higher than those in the surrounding water. Consequently, water intercalates between the unit layers and causes the rise in c-spacing osmotically [38]. Osmotic swellings causes more swelling than caused by surface hydration, but only expandable clays like Montmorillonite can swell on exposure to hydration. Generally, most cations with high valences than those with low valences are more firmly adsorbed. Consequently, low-valence clays without exchangeable cations tend to swell less than clays with exchangeable cations possess high valences [53,58].

High Pressured Shales

Shales can produce abnormally pressured areas when: i) the pore pressure of the surrounding sandstones is slowly transferred over geological time to the shales [59]. When thick shales are compacted, the fluid cannot escape, leading to a considerable increase in pore pressure in deep intervals. ii) Any sandstone formations interbedded with or connected to the shale might produce a pressured zone if it is fully isolated [60]. When drilling through shale at abnormal pressures, shale shakers often show chipped drill cuttings. These small, thin, sharp cuttings are formed when the hydrostatic pressure of the drilling fluid is less than the pore pressure in the shale [61]. Under these circumstances, pore pressure fractures the shale downhole into a long, spalled, concave shape [59]. Hole enlargement from this type of failure would mean complete washout of the hole wall, and unlike hole failure in brittle shale, it does not only occur in certain directions [62]. In the case of stress anisotropy, more faulting could occur in certain directions, but the entire perimeter of the well will still be affected. As mentioned earlier, this failure is caused by incorrect mud weight selection and can be prevented by increasing the mud weight.

Tectonically Stressed Shales

This type of shale is often seen in regions where there is a large-scale deformation of Earth’s crust by natural processes [63]. Shales under these circumstances tend to have bed planes oriented in the direction of the applied stress. This stress, when released, will cause excessive downhole shear failure. The failure severity can increase if the cohesion of the bedding planes decreases due to adsorption of water. The type of cementation e.g. amorphous silica, aluminum or calcium silicate, or organic materials) can also play a critical role in stabilizing or disintegrating shale formations under stress [64]. Tectonically stressed shales usually have low mechanical strength, sub-compaction with a low degree of consolidation, strong tectonic stresses leading to ductile deformation and increasing pore pressure and structural pinnacle for dissolving water and hydrocarbons.

Significance of Clay Minerals in Various Shale Types for Shale Swelling

The above section briefly explains various types of shales usually encountered during exploration and drilling. Brittle shales are well cemented and consolidated, so they don’t tend to swell, however, they are prone to dispersion due to hydration because of the presence of illite and kaolinite which tend to disperse on hydration. Swelling shales usually contain illite, semectite/illite (mixed layer) formulated through illitiization, thus they are prone to swelling as well as disperse. However, in abnormally pressured and tectonically stressed shale; there may be instability due to clay mineralogy, but the main factor for shale instability in fore-mentioned shales is mechanical failure. For such type of shales, only adding shale inhibitors in drilling mud might not be the only solution but sealing the formation, controlling temperature and pressure might be other possible solutions to avoid shale from mechanical failures.

Pieces of Evidence on Clay Chemistry Linking to Shale Instability

From the recent literature, various evidences have been collected which helps in solidify the narrative which was created from the previous discussion. Though, many a research groups have studied shale stability instability but not all of them reported the clay mineralogy in their respective works thus the work summarized is not extensive, but it is enough to establish a clear narrative. Table 4 has been extracted from the available literature and thus has been used to correlate the clay minerals with the shale recovery (dispersion test) and linear swelling results.

Table 4: Pieces of evidence from literature relating shale instability and clay mineralogy

Author year

Sample

Clay Composition

Shale recovery

Shale swelling

Smectite

illite

kaolinite

Mixed layer

Chlorite

Mica

[65] 20% w/w bentonite powder

ü

ü

ü

x

x

x

84.3%

x

[66] Tanuma shale

x

ü

ü

x

x

x

76.4%

5%

[67] Agbada shale A

ü?2.90%

ü 14.90%

ü 10.10%

ü?19.30%

x

x

38%

35

Agbada Shale b B

x

ü?17.10

ü?6.40

ü?20.10

x

x

39%

42

[68] Taikang shale

x

ü?19.01

ü?14.15

ü?66.64

x

x

12%

54%

[69] shale

x

ü?12

ü?3

ü?82

x

x

50.4%

55

[70] Shizhu shale

x

ü?8.47

x

ü?1.14

x

x

x

35

Pengshui Shale

x

ü?14.63

x

ü?7.44

x

x

x

6.54

[71] Paraíba shale 1

x

ü

ü

x

ü

ü

35%

x

Paraíba shale 2

x

ü

ü

ü

ü

ü

40

x

Paraíba shale 3

ü

ü

ü

ü

ü

ü

56

x

Paraíba shale 4

ü

ü

ü

ü

ü

ü

42

x

Paraíba shale 5

x

ü

ü

ü

ü

ü

51

x

Paraíba shale 6

ü

x

x

x

x

x

82

x

From the above data, the relation between clay mineral and clay dispersion and swellings has been analyzed. Figure 4 shows the higher the content of illite is observed, the more shales are prone to less recovery (more dispersion) because illite tends to disperse. Similarly, the Figure 5 shows the higher the content of the Smectite/illite (S/1) mixed layer is, the higher trend in swelling is observed. The Figures 4 and 5 are in accordance with the discussion carried out above.

fig 4

Figure 4: Effect of illite content in shale on shale recovery

fig 5

Figure 5: Effect of (S/1) mixed layer content on shale swelling

Shale Sampling for Stabilization Studies

The most tiresome task for shale stabilization studies is the choice of a proper shale sample especially when the role of any novel inhibitor is being studied. Because it will be useless to perform swelling experiments on shale outcrop which doesn’t have any smectite content or haven’t undergone through illitization [72-82]. Similarly, for shale samples which are low in illite and kaolinite, they shouldn’t be the suitable candidates for shale recovery test because illite and kaolinite rich shales tend to disperse more as compared to chlorite rich shales. Similarly, smectite (montmorillonite) or mixed layer shales tend to swell more as compared to only illite dominant shales. Shales usually have sandstone bedding between them, thus getting the virgin shale cores from subsurface might not be possible. More importantly, shale softens down thus getting consolidated shale cores isn’t really an easy task. Therefore, various researchers prefer bentonite wafers to mimic the effect of shale mainly during linear swelling tests because bentonite is rich in Montmorillonite thus making it a suitable candidate for shale swelling studies. However, for shale recovery test (to measure the extent of dispersion), shale samples which are rich in illite must be used.

M.H. Correlation for Predicting Clay Swelling based Upon Zeta Potential

Based upon the limited data available, a new correlation i.e. M.H. correlation has been developed which can help to estimate the clay swelling in Na-Bt hydrated slurry for the smectite (montmorillonite) content ranging from 70-90%. The data reported in Table 5 is carefully selected for only those research groups where simple Na-Bentonite slurry (with no additives) have been used for clay/shale swelling studies. Therefore, the reported data is limited, however, it helps in making a clear rationale in understanding the relationship between clay swelling and zeta potential. The relationship between zeta potential and clay swelling is complex and highly dependent on various factors such as the type of clay mineral, the properties of the surrounding solution, and the measurement techniques used to quantify zeta potential and swelling. In general, a higher absolute value of the zeta potential indicates a greater electrostatic repulsion between the clay particles, which can inhibit swelling as shown in Figure 6. This is because the repulsive forces between the clay particles prevent them from coming into close contact with each other, which limits the amount of water that can be absorbed into the interlayer space and reduces swelling. Conversely, a lower absolute value of the zeta potential, or a positive zeta potential, can promote swelling by reducing the electrostatic repulsion between the particles and allowing them to come into closer contact with each other. This can increase the amount of water absorbed into the interlayer space and promote swelling. However, the quantitative relationship between zeta potential and clay swelling is not straightforward and can vary depending on the specific conditions but an effort has been made to generalize the relation between clay swelling and Zeta potential as shown in Figure 6, Table 5 and eq. 1.

Shale swelling (%) = 3.25 (Z.P) + 194.3                        (1)

(Where Z.P. is zeta potential in mV and the relation is only valid for Na-bentonite clay where smectite content is between 70-90%).

fig 6

Figure 6: Relation between shale recovery and zeta potential

Table 5: Relation between Zeta potential and clay swelling

Research Group

Zeta Potential (mv)

Shale Swelling (%)

(Barati et al., 2017) [73]

-40

80

(Li et al., 2020) [74]

-37.75

84

(Zhong et al., 2015) [75]

-34

80

(Zhong et al., 2013) [76]

-32

85

(Rasool, Ahmad, & Abbas, 2022) [77]

-32

88

(An & Yu, 2018) [78]

-30.1

90

(Xuan et al., 2015) [79]

-30

95

(An & Yu, 2018) [78]

-29.1

100

(Murtaza et al., 2020) [80]

-24

120

(An et al., 2015) [81]

-21

130

(Xuan et al., 2013[82]

-20

130

It is also worth mentioning here that the pH and ionic strength of the surrounding solution can greatly affect the zeta potential and swelling behavior of clay particles. At low pH values, the surface charge of clay particles may be positive, which can promote swelling. At high pH values, the surface charge may be negative, which can inhibit swelling. Additionally, changes in the ionic strength of the surrounding solution can affect the zeta potential and swelling behavior by altering the balance of attractive and repulsive forces between the clay particles. Furthermore, the relationship between zeta potential and clay swelling may be affected by the specific measurement techniques used to quantify these properties. Different techniques may yield different results due to variations in the assumptions, models, and experimental conditions used. Overall, while there is a general correlation between zeta potential and clay swelling, the quantitative relationship between these properties is complex and highly dependent on a variety of factors.

Conclusion

This review articles mainly focusses on presenting proofs from recent literature relating clay mineralogy with shale instability. The following conclusions can be drawn from the fore-mentioned discussion

  1. Shale instability either due to mechanical or chemical effect, is mainly its dispersion and sloughing (swelling).
  2. To foretell, either shale will fail mechanically or will show instability due to its mineralogy, shale types play a vital role. Brittle shales contain illite and are well consolidated, they don’t swell mainly but only disperse when water intercalates between layers and thus weakening the bonding. Swelling shales have S/1 mixed layers which, as the name indicates, makes them prone to swelling. However, abnormally pressured shales and tectonically stressed shales mainly undergo mechanical failures.
  3. Bentonite wafers can be used for shale swelling tests as finding a real time consolidated core from deep interval with high smectite content is hard. However, for shale recovery test, shale outcrop samples rich in illite can be used.
  4. The recent literature also exhibit the fact that the shales rich in S/I mixed layer will tend to swell more. It is also interesting to note here, that at high burial depth, smectite has already started converting to illite through illlitization, thus the illite formulate through this process also tend to swell.
  5. A M.H correlation for predicting clay recovery based upon zeta potential values can be used with limited application of bentonite clay with smectite content of 70-90%.

Recommendations

  1. Various shale types can be collected with their mineralogy known and they can undergo swelling and dispersion tests to empirically observe the effect of shale types and clay chemistry on shale instability.
  2. The effect of water content and its role on shale swelling can be studied in detail.
  3. The study on illitization and its role on dispersion and swelling can be studied.
  4. More work on categorizing the shale based upon mechanical failure and instability due to mineralogy can be done.
  5. Applications of Machine Learning can be used to categorize shale based upon mineralogy and thus predicting the shale instability behaviour.
  6. The combined effect of fracking and swelling can be studied on the shales with expandable clays.
  7. Case studies from the field can be collected reporting wellbore failure incidents due to shale instability and thus role of clay mineralogy can be analyzed in all case studies.

Acknowledgement

We would like to pay utmost gratitude to YUPT 015LC0-326 to provide financial assistance for this work.

Declaration Statement

The authors don’t have any conflict of interest to declare.

Authors’ Contributions

Muhammad Hammad Rasool: Writing original draft, conceptualizing, analysis; Maqsood Ahamad: Supervision, investigation.

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Article Type

Review Article

Publication history

Received: April 18, 2023
Accepted: April 24, 2023
Published: April 30, 2023

Citation

Rasool MH, Ahmad M (2023) Understanding Shale Instability through the Lens of Clay Mineralogy and Zeta Potential. Geol Earth Mar Sci Volume 5(2): 1–10. DOI: 10.31038/GEMS.2023524

Corresponding author

Maqsood Ahmad
Department of Petroleum Geosciences
Universiti Teknologi Petronas
Seri Iskandar 32610
Malaysia