Constraints and the Test-Driven Database (约束和测试驱动的数据库)

本文探讨了使用数据库约束作为测试驱动开发策略的价值。通过约束确保数据完整性,可以在开发过程中及早发现并修复错误,减少软件缺陷。同时,文章对比了约束与自动化单元测试的不同之处,强调两者结合使用的益处。

From: http://www.simple-talk.com/sql/database-administration/constraints-and-the-test-driven-database/

Constraints and the Test-Driven Database
14 December 2011

Bad data always seems to appear when, and where, one least expects it. Sam explains the great value of a defensive approach based on constraints to any team that is developing an application in which the data has to be exactly right, and where bad data could cause consequential severe financial damage. It is perhaps better seen as creating a test-driven database

Automated Unit Testing for database development has recently been promoted via the Agile Programming Methodologies. Although Test-Driven database development is an excellent discipline to adopt, it should be considered alongside the well-established practice of using Database Constraints. By using constraints, we already have the means to create test-driven databases. Database Constraints are, essentially, just tests. They are tests of Data Integrity. They also conform to Agile testing practices in the sense that they are usually designed first, before you write a single line of code, in a similar way to “Test-First Development”.

Database Constraints offer enormous value to any development project. Opting not to use them is equivalent to deciding not to test the output of your code.

Why are Constraints Important?

By definition, a “Database Constraint” is something which restricts the possible values which the database will accept. Constraints are declarative, which means that you declare them as rules that MUST be adhered to by the entire system you are developing. They are also bound to the database structure and fire automatically when needed, which makes them difficult to violate. Any violation of these constraints results in a “hard failure”, which returns errors to the application and forces the application-developers to deal with the issue immediately.

Database Constraints are a valuable by-product of the practice of identifying and clarifying beforehand those data rules that you need to follow before you develop the rest of your application. These rules depend on the nature of the business being supported by the application. They could be as trivial as checking the validity of an email address or zip code or as complex as checking for compliance with IRS Tax Rules. This process encourages the team to come to a consensus about what the business rules mean, which is surely one of the most demanding parts of any IT project.

If you can enshrine these rules in constraints, the database will alert you if you happen to violate any of these business rules in the heat of the development effort, and make you fix the issue before it gets out to the customer.

Large software teams in complex projects are faced with the daunting task of ensuring that everyone who is involved in the project has a clear comprehensive idea of all the rules that the system must adhere to throughout the development cycle. With constraints in place, this task becomes largely unnecessary because database constraints provide a safety net which gives the development team the confidence that they could not unwittingly violate any business rules.

So What Are Constraints?

There are several different types of database constraints:

  1. Primary Key & Unique Constraints – enforce uniqueness of rows in a table
  2. Foreign Key Constraints – enforce Referential Integrity (“lookup” values)
  3. DataTypes – enforce proper data type values (date, number, string, etc.)
  4. Nullability Constraints – determine whether a value is mandatory or not.
  5. Check Constraints – more flexible constraints that can be bound to a column or table and can be used to enforce a wider variety of constraints that cannot be enforced in any of the above constraints. However, the SQL that can be used in these is limited to smaller expressions.
  6. Triggers – the most flexible form of constraint. These can only be bound to a table but are free to use the full power of SQL, almost like a Stored Procedure.

What about Stored Procedures? Although they certainly aren’t constraints, these are often used to perform data validation tasks that are impossible to implement by a constraint. They are not bound to the database design, which makes them easy to use “after the fact” when you realize that the database design is faulty and you have to retrofit data validations into it. For the purposes of this article I will not consider these as constraints because they do not fire automatically.

So let's take a simple example. You are building a database for a retail seller and you have an Orders table which stores the orders placed by your customers. In that table you have an Order Date column. When thinking about the database design, you decide that you will not allow orders that have an order-date in the future, so you write a constraint that doesn't allow future dates to be put into this column. In SQL Server, this rule will take the form of a “check constraint” and will look something like this:

ALTER TABLE dbo.Orders ADD CONSTRAINT Chk_Orders_Date CHECK (OrderDate <= GETDATE())

With this one simple line of code in your database, you can now stop worrying about this rule. It will not be possible to enter future-dated orders. Any code trying to do so will 'error out' and you will be forced to fix it immediately. You can actually declare to your customers (or anyone else) that your application follows this rule and be completely confident in your statement!

Are Automated unit Tests sufficient?

Why not just use automated unit tests? Well, you should be using automated unit tests, but they will not replace Database Constraints. Database Constraints have a special contribution to the effort to reduce defects in software.

  1. Constraints fire automatically, all the time whenever the application is used, so you can't get around them. Automated tests fire on demand only, so if you don't run the test suites they can't find any bugs.
  2. Constraints are shipped out to customers and run on Production environments, as part of the product, whereas Automated Tests are usually only run on Development and Test environments.
  3. Constraints focus solely on the data, whereas Automated Tests will more likely focus on an entire unit of code (hence the name Automated “Unit” Tests). Therefore, unit tests have a much wider area to cover and will not be able to focus on data as much as constraints will. This is why it’s a good idea to use both constraints and automated unit tests. They have different areas of focus.
  4. Constraints have “positive” logic; they define what “good data” is and everything else that falls outside of this is automatically considered to be “bad” data. Because of this it is not necessary to find all the different scenarios which might cause bad data. All you need to define is the one (or few) scenarios that constitute “good” data. Automated tests have opposite type of logic; they try to break the application by defining all the scenarios that may be considered “bad”. In my experience there are many, many more such scenarios, and many tests are initially left out of these test suites initially because it is very difficult to come up with all the “bad” scenarios that your customers are going to think of.
  5. Constraints don't need any additional hardware or separate suites of code to function. Constraints typically have only a few lines of code as opposed to Automated Unit Test Suites which can be huge, and require you to install new technologies and be trained in their programming languages. Finally, you have to dedicate environments to run these test suites and wait until they are finished, which can be anywhere from minutes to hours. Database Constraints don't have any of these problems; they run within your existing code base so no additional hardware or technologies are necessary.

You can get around Database Constraints by dropping them, but in the production environment your customers would not drop DLLs or web pages, and likewise shouldn't drop constraints. If any type of test fails then either the test was wrong or there is a bug in the application. To drop a failing test is a way of “shooting the messenger” and ignoring the true cause of the error. A well-worded SLA will keep customers from dropping constraints if you declare up front that dropping database constraints will invalidate the support agreement.

Constraints don’t necessarily slow the database down. While it is true that constraints have to fire as part of the application, they are designed to do this and are very efficient at it. Constraints can actually speed up the database because the SQL Query Optimizer has access to these constraints and can use them when it decides how to optimize queries. Let’s take the example from above, where we were not going to allow any orders with future dates. If someone then runs a query looking for future dated orders, the database knows that it is not possible to have that data in the database and immediately returns an empty result set, without even trying to run the query.

The Impact of Database Constraints on the Development Process

‘Beating all the points to death’

As with any rigorous test regime, implementing Database Constraints has a profound effect on a software project’s lifecycle. Testing an application is impossible without a sound definition of how an application should function. To implement constraints, the software project has to start with a painstaking Database Design process, during which the customer sees no obvious progress. No screens or web pages are produced during this phase, and the more inexperienced team members can become impatient. Considerable pressure can be put on development teams during this phase to start ‘cutting code’.

All those design debates are necessary because the team will spot issues that customers will bring up later on in development if you don't fix them now. This is the perfect time to argue, since the design only exists as a drawing; if the design is inadequate, all you have to do is erase it from the board! No code needs to be refactored, and no customers are impacted. Thus it makes sense to fully argue and “beat all of the points to death” during this phase. In addition to this, it is extremely important to choose the right people for the design phase, supported by a project manager that understands software design. It is the quality of the people involved that will ensure you don’t end up running around in circles, which is a common pitfall of such design phases.

The constraints should be preserved

Application developers get frustrated with database constraints very quickly because the constraints constantly get in their way. This is understandable; developers want to get their job done as fast as possible, and since many of them are typically not involved in the design of the constraints they don’t understand why the constraints have to be there in the first place. Management needs to facilitate at this point, just as the construction foreman serves as the final arbiter between different parts of a construction project. A decision to drop the constraints of a database is difficult to reverse later on, and the longer you wait the harder it is to justify going back and redoing everything.

Once the application is in production, and data errors do happen, the team may need to make sure that the constraint wasn’t too restrictive, needing to be adjusted to make it more flexible. However, if the constraint is correct and the application has a bug that wasn't caught in testing then that bug needs to be fixed. Whatever is decided, no data needs fixing because the bad data never got into the database in the first place!

However, if a constraint is missing and bad data does get in, it is considered a failure on the part of the requirements team and then the application bug and the data have to be fixed. However, even in such a case this data fix is much more unlikely to be harmful because there are so many other constraints in the database which will prevent the data fix from damaging any surrounding data.

What if you don’t use constraints?

So what happens if you decide not to use Database Constraints? At first, Management is happy with your progress as they see screens or web pages appear quickly in your demos and they even see them working. All is well, and when the product is considered “done” it is tested and shipped out to the customer. Then the troubles start.

Customers will find unexpected and creative ways to use your software and start putting bad data in. Customers might also import data into your application by going straight to the database, thereby bypassing all of your front end and middle tier data validations, and even the ones in stored procedures, because they don't fire automatically. This is why stored procedures aren’t able to implement real constraints. So the company starts to hire support professionals to fix these issues as they come up but, over time, the data issues increase; you add more customers, the product gets more complex, new developers are hired that don't have all the business rules inside their head, and usually there is not enough documentation to give them. So developers violate the business rules, as do support people when they have to fix production data in a high-pressure environment. The database, of course, says nothing about all these violations, since it doesn’t have the constraints. And what do companies do at this point? In my experience they accept this situation as the normal cost of doing business! Everyone complains about how bad the database is, but usually no one does anything about it because at this point it is too late.

In addition to the above, bugs have to be dealt with many times instead of just once, and the “fixes” to the data will likely end up damaging the surrounding data, causing more bugs. I have seen cases where entire departments of support people are hired to deal with these data issues. They end up developing entire libraries of data fix scripts to be run in production, and they run those fixes on a daily or hourly manner. Usually they have someone that manages these script libraries as well, resulting in a type of “parallel development effort”, just to fix the data bugs that the Development department allowed in the product because they didn’t use Database Constraints!

Conclusion

Good software design of database applications is very difficult to achieve without using Database Constraints. Development projects are very complex and one must have separation of concerns in order to make the project manageable. One of the best ways to have this is to research the business rules first and put them in the database in a way that they cannot be subverted. Later on in the project there are many things to worry about; the development of the UI and middle tiers, any frameworks that have to be developed, and, yes, there are even more data validation rules that take place only at the middle tier and UI. You don’t need to add the issue of database validation rules to this long list of problems that the development team has to deal with during the development phase.

I have observed first-hand the cost of deciding not to use database constraints in database design; it results in frustration and confusion all the way from management to the customers. Costs explode as the product scales and the customer base grows. While automated Unit Tests are another weapon in the fight for application quality, they are truly effective only when combined with proper Database Design with constraints. Although the process of getting the design right and resilient against incorrect data during the early phases of design and development is painful and its benefits are difficult to measure, everyone will be happier with the result in the long run.



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Sam Bendayan

Author profile: Sam Bendayan

Sam is a database professional with 15 years’ experience in database development and architecture.He currently works at Ultimate Software as a database architect for UltiPro, an industry-leading Payroll/HR (HCM) application. He is a big fan of Data Modelling and likes to get involved in the entire spectrum of database development activity, from the requirements gathering phase all the way through development, testing and deployment. Outside of work he spends most of my time with his wife and 3 children and tries to head to the outdoors whenever he gets a chance. He is also a big fan of traveling.

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这是一篇关于人工智能方向的论文初稿,请帮我完善其中的各个部分。 标题:A Physics-Informed Multi-Modal Fusion Approach for Intelligent Assessment and Life Prediction of Geomembrane Welds in High-Altitude Environments 摘要: The weld seam is the most critical yet vulnerable part of a geomembrane anti-seepage system in high-altitude environments. Traditional assessment methods struggle with inefficiency and an inability to characterize internal defects, while existing prediction models fail to capture the complex degradation mechanisms under multi-field coupling conditions. This study proposes a novel physics-informed deep learning framework for the intelligent assessment and life prediction of geomembrane welds. First, a multi-modal sensing system integrating vision, thermal, and ultrasound is developed to construct a comprehensive weld defect database. Subsequently, a Physics-Informed Attention Fusion Network (PIAF-Net) is proposed, which embeds physical priors (e.g., the oxidation sensitivity of the Heat-Affected Zone) into the attention mechanism to guide the fusion of heterogeneous information, achieving an accuracy of 94.7% in defect identification with limited samples. Furthermore, a Physics-Informed Neural Network with Uncertainty Quantification (PINN-UQ) is established for long-term performance prediction. By hard-constraining the network output with oxidation kinetics and damage evolution equations, and incorporating a Bayesian uncertainty quantification framework, the model provides probabilistic predictions of the remaining service life. Validation results from both laboratory and a case study at the Golmud South Mountain Pumped Storage Power Station (over 3500m altitude) demonstrate the high accuracy (R² > 0.96), robustness, and physical consistency of the proposed framework, offering a groundbreaking tool for the predictive maintenance of critical infrastructure in extreme environments. 关键词: Geomembrane Weld; Multi-Modal Fusion; Physics-Informed Neural Network; Defect Assessment; Life Prediction; High-Altitude Environment 1. Introduction High-density polyethylene (HDPE) geomembranes are pivotal as impermeable liners in major water conservancy projects, such as pumped storage power stations in high-altitude regions of western China [1, 2]. However, the long-term performance and sealing reliability of the entire system are predominantly determined by the quality of the field welds, which are subjected to extreme environmental stresses including low temperature, intense ultraviolet (UV) radiation, significant diurnal temperature cycles, and strong windblown sand [3, 4]. Statistics indicate that over 80% of geomembrane system failures originate from weld seams [5], highlighting them as the primary薄弱环节 (weak link). Current non-destructive evaluation (NDE) methods, such as air pressure testing and spark testing, are largely qualitative, inefficient, and incapable of identifying internal flaws like incomplete fusion [6, 7]. While some researchers have begun exploring machine learning and deep learning for automated defect recognition [8, 9], these data-driven approaches often suffer from two fundamental limitations: (1) a lack of physical interpretability, making their predictions untrustworthy for high-stakes engineering decisions, and (2) poor generalization performance under "small-sample" conditions typical of specialized weld defects [10]. For long-term performance prediction, the classical Arrhenius model remains the most common tool but is primarily suited for homogeneous materials under constant, single-factor thermal aging [11, 12]. It fails to account for the significant microstructural heterogeneity, residual stresses, and the synergistic effects of multi-field coupling inherent in weld seams under real-world high-altitude service conditions [13, 14]. Pure data-driven models like Gaussian Process Regression (GPR) or standard Neural Networks (NNs), while flexible, often exhibit high extrapolation risks and lack physical consistency [15]. To bridge these gaps, this study introduces a physics-informed deep learning framework that seamlessly integrates physical knowledge with data-driven models. The main contributions are threefold: We propose a Physics-Informed Attention Fusion Network (PIAF-Net) that leverages physical priors derived from material aging mechanisms to guide the fusion of multi-modal NDE data, significantly enhancing defect identification accuracy and interpretability under small-sample constraints. We develop a Physics-Informed Neural Network with Uncertainty Quantification (PINN-UQ) for life prediction, which embds oxidation kinetics and damage mechanics laws directly into the loss function, ensuring physical plausibility while providing probabilistic life predictions through a Bayesian framework. We validate the proposed framework rigorously through independent laboratory tests and a real-world engineering case study at a high-altitude pumped storage power station, demonstrating its superior performance, robustness, and practical engineering value. 2. Methodology The overall framework of the proposed methodology is illustrated in Fig. 1, comprising three main stages: multi-modal data acquisition, intelligent defect assessment, and physics-informed life prediction. 2.1 Multi-Modal Data Acquisition and Database Construction A synchronized multi-sensor data acquisition system was developed, comprising: Vision Module: A 5-megapixel CCD camera with uniform LED lighting to capture high-resolution surface images. Features like Local Binary Patterns (LBP), Histogram of Oriented Gradients (HOG), and morphological parameters (weld width uniformity, edge straightness) were extracted. Thermal Module: A mid-wave infrared thermal camera (100 Hz) recorded the dynamic temperature field during the natural cooling of the weld. Key features included cooling rate and temperature distribution uniformity. Ultrasound Module: A high-frequency ultrasonic probe using pulse-echo mode acquired A-scan signals. Features such as sound velocity, attenuation coefficient, and spectral centroid were derived to characterize internal fusion status. A comprehensive weld defect database was constructed, containing 600 samples covering various process defects (virtual weld, over-weld, weak weld, contamination) and aging states (0h, 500h, 1500h of accelerated multi-field coupling aging). 2.2 Physics-Informed Attention Fusion Network (PIAF-Net) for Defect Assessment The architecture of PIAF-Net is shown in Fig. 2. It consists of a dual-stream feature extraction module and a novel physics-informed attention fusion module. *2.2.1 Dual-Stream Feature Extraction* One stream processes appearance information (visual + thermal features) using a pre-trained CNN (e.g., VGG16) and a custom 3D CNN, respectively. The other stream processes internal information (ultrasonic features) using a 1D CNN. This separation allows for dedicated feature abstraction from different physical domains. *2.2.2 Physics-Informed Attention Fusion Module* Instead of learning attention weights purely from data, this module incorporates physical priors p p (e.g., known correlations between ultrasonic signal attenuation and internal lack of fusion, or between abnormal cooling rates and over-weld-induced grain coarsening). The attention weight a i a i ​ for the i i-th modality is computed as: a i = softmax ( ( W p ⋅ p )( W f ⋅ f i ) ) a i ​ =softmax((W p ​ ⋅p)(W f ​ ⋅f i ​ )) where f i f i ​ is the feature vector, W p W p ​ and W f W f ​ are learnable projection matrices, and ⊙ ⊙ denotes element-wise multiplication. This design forces the model to focus on feature combinations that are physically meaningful. *2.2.3 Meta-Learning for Small-Sample Training* To address the limited defect samples, a Model-Agnostic Meta-Learning (MAML) paradigm was adopted. The model is trained on a multitude of N-way K-shot tasks, enabling it to rapidly adapt to new, unseen defect types with very few examples. 2.3 Physics-Informed Neural Network with Uncertainty Quantification (PINN-UQ) for Life Prediction The PINN-UQ model integrates physical laws governing weld degradation, as summarized from accelerated aging tests (see Fig. 3 for the conceptual physical model). 2.3.1 Physical Mechanism Module The degradation is modeled through a coupled chemical and mechanical process: Non-Homogeneous Oxidation Kinetics: d α d t = A ⋅ f ( C I 0 , T weld ) ⋅ exp ⁡ ( − E a R T )( 1 − α ) n ⋅ g ( I U V ) dt dα ​ =A⋅f(CI 0 ​ ,T weld ​ )⋅exp(− RT E a ​ ​ )(1−α) n ⋅g(I UV ​ ) where α α is the aging degree, f ( C I 0 , T weld ) f(CI 0 ​ ,T weld ​ ) is a spatial function accounting for initial antioxidant depletion in the Heat-Affected Zone (HAZ), and g ( I U V ) g(I UV ​ ) is the UV intensity function. Damage Evolution Model: d D d t = C 1 ⋅ ( σ eff σ 0 ) m ⋅ N f + C 2 ⋅ ( Abrasion ) dt dD ​ =C 1 ​ ⋅( σ 0 ​ σ eff ​ ​ ) m ⋅N f ​ +C 2 ​ ⋅(Abrasion) where D D is the damage variable, σ eff σ eff ​ is the equivalent thermal stress from temperature cycles, and N f N f ​ is the cycle count. Macroscopic Performance Coupling: P = P 0 ⋅ ( 1 − α ) β ⋅ ( 1 − D ) γ P=P 0 ​ ⋅(1−α) β ⋅(1−D) γ where P P is a macroscopic property (e.g., tensile strength), and β , γ β,γ are coupling coefficients. *2.3.2 PINN-UQ Architecture and Hybrid Loss Function* The network input is the multi-modal feature sequence X fusion ( t ) X fusion ​ (t) and environmental stress data. Crucially, the network's final layer outputs the physical state variables α α and D D, not the performance P P directly. The predicted performance P pred P pred ​ is then calculated using the physical equation above, enforcing physical consistency. The hybrid loss function is defined as: L total = L data + λ ⋅ L physics L total ​ =L data ​ +λ⋅L physics ​ L data = 1 N ∑ i = 1 N ( P pred , i − P meas , i ) 2 L data ​ = N 1 ​ i=1 ∑ N ​ (P pred,i ​ −P meas,i ​ ) 2 L physics = 1 N ∑ i = 1 N [ ( d α d t − R α ) 2 + ( d D d t − R D ) 2 ] L physics ​ = N 1 ​ i=1 ∑ N ​ [( dt dα ​ −R α ​ ) 2 +( dt dD ​ −R D ​ ) 2 ] where R α R α ​ and R D R D ​ are the right-hand sides of the oxidation and damage evolution equations, computed via automatic differentiation. 2.3.3 Uncertainty Quantification Framework A Bayesian Neural Network (BNN) with Monte Carlo (MC) Dropout is employed to quantify both epistemic (model) and aleatoric (data) uncertainties. The predictive distribution is obtained by performing M M stochastic forward passes, providing the mean prediction and its confidence interval. 3. Results and Discussion 3.1 Performance of PIAF-Net for Defect Assessment The performance of PIAF-Net was evaluated using 5-fold cross-validation and compared against baseline models on the same dataset (Table 1). Table 1. Performance comparison of different models for weld defect identification (Mean ± Std). Model Accuracy (%) Precision (%) Recall (%) F1-Score Vision Only (CNN) 85.3 ± 1.5 84.1 ± 2.1 83.7 ± 1.8 0.839 Thermal Only (3D-CNN) 80.2 ± 2.1 79.5 ± 2.8 78.9 ± 2.5 0.792 Simple Feature Concatenation 90.5 ± 1.2 89.8 ± 1.5 89.4 ± 1.7 0.896 PIAF-Net (Proposed) 95.8 ± 0.8 95.2 ± 1.0 94.9 ± 1.1 0.951 PIAF-Net significantly outperformed all single-modality and simple fusion models, demonstrating the effectiveness of physics-guided attention. The t-SNE visualization (Fig. 4a) showed clear clustering of different defect types in the learned feature space, with samples of the same defect type forming continuous trajectories reflecting severity, indicating the model captured physically meaningful representations. 3.2 Performance and Analysis of PINN-UQ for Life Prediction The PINN-UQ model was trained on data from multi-field coupled aging tests and tested on an independent validation set. Fig. 4b shows the model's prediction of tensile strength degradation under full coupling conditions, alongside the 95% confidence interval. The prediction mean (red line) closely matches the experimental measurements (black dots), with a high R² value of 0.963 and a low RMSE of 1.18 MPa. The 95% confidence interval (blue shaded area) effectively encapsulates the dispersion of the experimental data, especially during the accelerated degradation phase after 1500 hours, quantitatively reflecting prediction uncertainty. Analysis of the internally predicted physical variables α α and D D revealed that the aging degree in the HAZ evolved much faster than in the parent material, aligning perfectly with micro-FTIR observations from our mechanistic studies (Chapter 2 of the thesis). This emergent behavior, enforced by the physical constraints, confirms the model's physical consistency. 3.3 Engineering Application and Validation The framework was applied to assess welds that had been in service for 3 years at the Golmud South Mountain Pumped Storage Power Station. PIAF-Net successfully identified two welds with "weak weld" characteristics from 15 in-situ inspections, which were later confirmed by destructive tests to have substandard peel strength. For life prediction, the PINN-UQ model, taking the field-derived features and local environmental spectrum as input, predicted a mean remaining service life of 42 years with a 95% confidence interval of [35, 51] years for the welds. The model also identified the HAZ as the life-limiting factor, providing critical guidance for targeted maintenance. 4. Discussion The superior performance of the proposed framework stems from its deep integration of physical knowledge. In PIAF-Net, the physical priors act as an expert guide, steering the model away from spurious correlations and towards physically plausible feature interactions, which is crucial for generalization with small samples. In PINN-UQ, the physical laws serve as a powerful regularizer, constraining the solution space to physically admissible trajectories. This not only improves extrapolation but also imbues the model with a degree of interpretability often missing in pure "black-box" models. The probabilistic output provided by the UQ framework is of paramount practical importance. It transforms a single-point life estimate into a risk-informed decision support tool, allowing engineers to plan maintenance based on conservative lower-bound estimates (e.g., 35 years) or to assess the probability of failure within a design lifetime. 5. Conclusion This study has developed and validated a novel physics-informed deep learning framework for the intelligent assessment and life prediction of geomembrane welds in high-altitude environments. The main conclusions are: The proposed PIAF-Net model, by embedding physical priors into the attention mechanism, achieves high-accuracy (95.8%), interpretable defect identification with limited labeled data, overcoming the limitations of traditional methods and pure data-driven models. The PINN-UQ model successfully integrates the physics of weld degradation into a data-driven framework, providing accurate (R² > 0.96), physically consistent, and probabilistic predictions of long-term performance and remaining service life. The successful application in a real-world high-altitude engineering case demonstrates the framework's robustness and practical value, paving the way for a paradigm shift from experience-based and reactive maintenance towards model-guided and predictive management of critical infrastructure. Acknowledgments (This section will be completed as needed) References [1] Koerner, R. M., & Koerner, G. R. (2018). Journal of Geotechnical and Geoenvironmental Engineering, 144(6), 04018029. [2] Rowe, R. K. (2020). Geotextiles and Geomembranes, 48(4), 431-446. [3] ... (Other references will be meticulously added from the thesis and relevant literature)
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