4.1. Molecular Adsorption
The mitigation of water-blocking damage observed in this study is primarily governed by the molecular adsorption of the amphiphobic (anionic–fluoro-surfactant) species on the inner surfaces of shale pores [
38]. As illustrated in
Figure 6 and
Figure 7, the hydrophilic head groups of the surfactant molecules preferentially anchor onto polar mineral sites of the pore walls—such as clays and oxides—through hydrogen bonding or electrostatic interactions, while the hydrophobic tails extend toward the pore interior. This oriented adsorption induces the formation of a relatively stable amphiphobic interfacial layer under experimental conditions, effectively isolating the mineral surface from direct contact with bulk water. Nevertheless, a small amount of hydrogen-bonded water molecules may still remain loosely associated with the adsorbed surfactant layer, maintaining a dynamic interfacial balance [
7].
At the molecular scale, the formation of this adsorption layer significantly redistributes the interfacial energy within the confined pore system. Such modification originates from surfactant-induced molecular realignment at the solid–liquid interface, which weakens the hydrogen-bond network between bound-water molecules and the shale matrix, thereby disturbing the integrity of the bound-water film. Consequently, the local contact angle increases while the solid–liquid interfacial free energy decreases, indicating a transition of the pore wall from a strongly water-wet to a more gas-wet state, favoring gas occupancy within the pore channels [
27,
39]. This transition does not imply the complete desorption of water from the surface; instead, it reflects a thermodynamic redistribution of surface energy that makes gas phase retention more favorable than aqueous trapping.
This adsorption-driven transition reduces the capillary retention of the aqueous phase and promotes the detachment of loosely bound-water molecules from the pore walls. At the macroscopic level, the decreased interfacial adhesion enhances water flowback and improves gas-phase permeability, thus effectively alleviating water-blocking damage. Recent experiments have shown that higher concentrations of fluoro-surfactant systems yield stronger surface coverage and greater permeability recovery. Therefore, optimizing molecular adsorption and interfacial layer stability provides a practical strategy for mitigating capillary-controlled water blockage and improving shale-gas production efficiency [
32,
38,
39,
40].
4.2. Interfacial Tension
To evaluate the influence of the surfactant on shale wettability, the captive-bubble method was employed under both atmospheric and high-pressure immersion conditions. Variations in the wetting angle were monitored over time, as shown in
Figure 8. The contact angle of the core sample progressively decreased with aging, indicating continuous adsorption of fluorinated amphiphilic surfactant molecules at the solid–liquid interface and the gradual establishment of interfacial equilibrium [
41]. Although this reduction in apparent contact angle might appear to suggest an increase in water-wetness, it actually reflects a redefinition of the three-phase contact line once the surfactant adsorption reaches equilibrium. As the surface free energy is minimized, the pore surface becomes more gas-wet, which facilitates gas migration through nanopores [
42,
43]. Building upon the molecular adsorption mechanism discussed in
Section 4.1, the alteration of interfacial tension (IFT) plays a decisive role in mitigating water-blocking damage. The adsorbed surfactant molecules accumulate at both the liquid–gas and liquid–solid interfaces, markedly lowering interfacial free energy and weakening adhesive interactions between the aqueous phase and mineral surfaces. This modification of interfacial behavior facilitates the detachment of water films from pore walls and enhances the mobility of both liquid and gas phases [
41,
42,
43].
The blank 2 wt.% KCl solution without surfactant exhibited an interfacial tension (IFT) of 71.6 mN/m. After adding the fluorinated amphiphobic surfactant, the IFT decreased sharply to 28.8 mN/m at 0.1 wt.% and further decreased to 8.3 mN/m at 0.5 wt.% (
Table 6). The decrease became less pronounced above 0.3 wt.%, indicating that interfacial adsorption gradually approached saturation. This concentration-dependent behavior is consistent with the strong interfacial activity and wettability alteration effects reported for fluorinated surfactant systems in gas-condensate and tight reservoir applications [
13,
32]. Such saturation behavior suggests that additional surfactant molecules preferentially form aggregates in the bulk phase rather than further adsorbing at the interface, which stabilizes the interfacial layer without further reducing surface energy.
According to the Young–Laplace relation, the capillary pressure (P
c) required for liquid removal is directly proportional to the interfacial tension (γ). Thus, a reduction in γ effectively decreases Pc, allowing water to detach more readily from pore surfaces and flow back under lower driving pressures [
43]. A reduction of approximately 10 mN/m in γ is estimated to lower Pc by about 15–20% for a typical pore radius of 50 nm. This explains the observed improvement in permeability during surfactant treatment, where reduced IFT promotes easier water release and enhances gas-phase flow. Maintaining sufficiently low IFT through an optimized surfactant formulation is therefore essential for efficient post-fracturing cleanup and enhanced shale-gas recovery. The fluorinated amphiphilic surfactant system proposed in this study provides high adsorption efficiency and stable interfacial modification even at relatively low concentrations, making it a promising solution for mitigating water-blocking effects [
41,
42,
43].
4.3. Contact Angle
Following the interfacial tension analysis in
Section 4.2, contact angle measurements were conducted to further explore the time-dependent adsorption behavior of the fluorinated amphiphilic surfactant on shale surfaces. In this study, contact angle was used as a wettability indicator rather than a direct shale durability index. It reflects the affinity of the surfactant-treated shale surface for the aqueous phase and helps to interpret the tendency of water retention or detachment during water-blocking mitigation. The contact angle was determined by the captive-bubble method, in which a gas bubble was introduced onto the shale surface immersed in the testing fluid, and the angle at the gas–liquid–solid three-phase contact line was recorded after image stabilization. Typical contact-angle measurement images and the corresponding variation trend are shown in
Figure 8 and
Figure 9, respectively. The contact angle of the shale core gradually decreased from 143.2° to 135.4° with aging time increasing from 1 to 8 days. Although the apparent reduction in contact angle might seem to indicate a more water-wet tendency, this variation actually represents a transition from a strongly hydrophobic to a thermodynamically balanced amphiphobic surface [
39]. Such behavior is consistent with the progressive rearrangement of surfactant molecules and the establishment of interfacial equilibrium over time. Similar time-dependent contact-angle stabilization has been reported for fluorinated surfactant systems in shale reservoirs [
32,
38]. The moderate decline in θ indicates reduced surface free energy, as the adsorption layer evolves from a random orientation to an ordered configuration, reflecting the formation of a stable low-energy interface (
Table 7).
The observed wettability evolution can be interpreted by the replacement adsorption–hydrophobic tail reorientation mechanism [
32]. In the initial stage, the polar surface of shale minerals, rich in –Si–OH and –Al–OH sites, strongly attracts water molecules and forms a bound-water layer responsible for water-blocking. When fluorinated surfactant molecules diffuse to the mineral surface, their hydrophilic headgroups preferentially adsorb onto these polar sites, effectively replacing the previously adsorbed water molecules [
40]. This substitution disrupts the hydrogen-bond network between water and the rock, thereby detaching the bound-water film. Simultaneously, the hydrophobic fluorocarbon chains (–CF
2–, –CF
3) reorient outward toward the pore fluid, forming a compact, low-surface-energy film. This “hydrophobic chain flipping” prevents further water adsorption and reconstructs the solid–liquid interfacial energy distribution. The resulting interfacial configuration minimizes adhesion work and shifts the surface to a moderately gas-wet state, which is more favorable for gas migration under reservoir conditions [
41,
42].
According to the Young–Laplace relation, the capillary pressure
depends on both interfacial tension and contact angle. During surfactant aging, γ decreases while θ increases, leading to a pronounced reduction in P
c [
7]. When the wettability approaches an amphiphobic equilibrium (θ ≈ 130–140°), capillary pressure may decrease markedly, significantly reducing the trapping of liquid water within nanopores. Consequently, the bound-water layer becomes mobile and can be displaced at much lower driving pressures [
43]. This explains the enhanced flowback performance observed after surfactant treatment. Therefore, optimizing surfactant concentration and aging time to achieve interfacial equilibrium is essential for mitigating water-blocking and improving post-fracturing gas recovery in shale reservoirs [
13].
Direct water-absorption measurements were not included in the present experimental design; therefore, a scatter plot or correlation analysis between water absorption and shale durability was not provided. Instead, gas permeability reduction was used as the primary response variable to evaluate water-blocking damage, because permeability loss directly reflects the obstruction of gas transport caused by liquid retention in shale pores. Among the rock properties considered in this study, gas permeability is therefore the most directly affected and experimentally quantified property related to water absorption and liquid retention, while pore–throat connectivity, clay swelling, capillary pressure, wettability, and stress-sensitive microstructures may be indirectly influenced.
In addition to interfacial tension reduction and wettability alteration, surfactant adsorption may also influence water-blocking behavior through its interactions with clay minerals and the stress-sensitive pore structure of shale. The use of 2 wt.% KCl in the treatment fluid can help to suppress clay hydration and swelling, thereby reducing the risk of pore–throat narrowing caused by water-sensitive minerals. Meanwhile, the adsorption of fluorinated surfactant molecules on pore surfaces lowers solid–liquid interfacial energy and weakens capillary retention, which may reduce local capillary-induced stress and facilitate water detachment from nanopores. However, changes in effective stress and the initiation or closure of microcracks were not directly measured in this study. Therefore, these effects are discussed as possible mechanisms, and future work using in situ stress-sensitive permeability tests, clay swelling measurements, or microstructural characterization is needed to further verify their contribution.
Compared with previous studies on shale formation damage during fracturing-fluid imbibition and flowback [
30], fluorochemical gas-wetting alteration [
7,
32,
39], and nano-enabled or composite systems for water-blocking mitigation [
13,
22,
23,
24], the present work provides a process-oriented laboratory evaluation of an amphiphobic surfactant treatment by jointly considering surfactant concentration, injection volume, and aging time. The main advantage of this study is that it links permeability reduction, IFT reduction, and contact-angle evolution within the same core-flooding framework, which helps to identify a practical laboratory treatment window. However, the study also has limitations. Each condition was tested using one individual shale core, repeated core-flooding tests and standard deviations were not included, direct water-absorption measurements were not performed, and effective-stress changes and microcrack evolution were not directly monitored. Therefore, the proposed treatment window should be regarded as a laboratory-based reference, and further work is needed to verify its applicability using replicated tests, water-absorption measurements, in situ stress-sensitive permeability tests, and field-scale validation.