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Editorial

Intelligent Techniques Applied in Infrastructure, Engineering, and Construction

by
Kaiwen Liu
1,*,
Tengfei Wang
1,* and
Xiaoning Zhang
2
1
MOE Key Laboratory of High-Speed Railway Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
2
School of Civil Engineering, Chongqing University, Chongqing 400045, China
*
Authors to whom correspondence should be addressed.
Buildings 2025, 15(11), 1799; https://doi.org/10.3390/buildings15111799
Submission received: 29 April 2025 / Accepted: 23 May 2025 / Published: 24 May 2025

1. Introduction

The accelerating convergence of artificial intelligence (AI) and smart construction [1] technologies is transforming every phase of infrastructure delivery—from concept [2] and design [3] to construction [4], operation, and renewal. In recent years, breakthroughs in predictive analytics [5], computer vision [6], and real-time sensing have begun to alter long-standing engineering workflows, enabling decisions [7,8] that are simultaneously faster, more accurate, and more sustainability-oriented than traditional heuristics permit [9,10,11,12]. Motivated by this profound shift, the present Special Issue of Buildings assembles 23 original papers that collectively illustrate how data-driven intelligence can unlock unprecedented levels of efficiency, resilience, and environmental stewardship across civil engineering domains. The contributions cover a range of topics, including underground construction, bridge and tunnel engineering, railway systems, concrete technology, cost optimization, risk governance, and Fourth Industrial Revolution (4IR) adoption, reflecting the wide thematic net cast by the guest editors. Beyond merely cataloging applications, the papers reveal emerging best practices for integrating domain knowledge with advanced algorithms, establishing robust data pipelines, and validating digital predictions against field measurements. Collectively, they confirm that intelligent techniques are no longer experimental add-ons but essential, increasingly standardized tools for twenty-first-century infrastructure planning and management.

2. Underground Construction and Geo-Infrastructure Intelligence

Snap-fit optimization for folding steel arches (Contribution 1) and stability evaluation of layered multi-stage fill slopes (Contribution 2) provide complementary advances in data-calibrated numerical modeling and field verification. Contribution 3 compares pile–anchor and double-row-pile supports for foundation pits adjacent to metro tunnels, while Contribution 4 integrates vehicle–track coupling dynamics with void detection in ballastless CA-mortar, illustrating how physics-based simulations can be fused with vibration signatures for rapid condition assessment. For TBM tunneling, Contribution 19 develops a boreability-aware rock-mass classification using ensemble learning. Contribution 14 predicts deformation when new tunnels overcross existing lines, and Contribution 15 introduces a self-developed drilling-test system linked to random-forest models for real-time rock-grade identification. These studies show that intelligent analytics can reduce uncertainty in subsurface construction, supporting safer and greener underground networks.

3. Smart Structures, Materials, and Performance Prediction

High-temperature debonding of FRP-strengthened beams is modeled analytically (Contribution 5), while Contribution 6 quantifies the dual effects of traffic-induced vibration on high-strength concrete curing and old-to-new interfaces—information critical to bridge widening without traffic closure. Contribution 7 uses refined finite elements to capture nonlinear stresses in spherical hinges during swivel-bridge construction, and Contribution 8 couples multi-field simulations with on-site crack-control trials for pier concrete in high-altitude climates. Contribution 9 enhances thermal-parameter inversion for mass concrete via a mixed-strategy sparrow-search algorithm, exemplifying how hybrid optimization accelerates calibration against sensor data. Contribution 10 blends laboratory and ABAQUS analysis to clarify load transfer in stepped DX piles, whereas Contribution 18 extends the classical method to mechanically connected precast piles under horizontal load. Contributions 21 and 22 explore seismic behavior of precast beam–column joints and fatigue of ultra-short studs in UHPC, both supported by detailed numerical or S–N modeling. Together, these 10 papers affirm that ML-enhanced analytics, surrogate modeling, and digital twins are maturing as reliable instruments for performance-critical decision-making.

4. Cost, Optimization, and Lifecycle Sustainability

Contribution 13 presents an adaptive self-explanatory CNN that predicts the cost of Huizhou replica vernacular dwellings to within 0.6% MAPE and makes feature importance fully transparent via SHAP values—evidence that trustworthy AI can penetrate cost-management workflows. Contribution 23 extends optimization to steel-plate fitting, reducing fabrication errors by up to 75% through a minimum-error interpolation method and thereby lowering both cost and embodied carbon.
From a materials perspective, Contribution 20 quantifies how wet–dry cycles alter shear strength and cohesion in unsaturated clayey sands, data essential for moisture-resilient roadway subgrades. Contributions 17 and 8 address plateau concrete cracking under harsh environmental gradients, offering deformation-compensated mix designs that double long-term compressive reserves. These results emphasize that intelligent techniques are key enablers of whole-life-cycle sustainability—from material selection to asset maintenance.

5. Risk Assessment, Digitalization, and 4IR Adoption

Contribution 12 couples triangular-fuzzy theory with Bayesian networks to rank construction-stage risks in cantilever-casting arch bridges, whereas Contribution 11 fuses UAV panoramas with a Swin Transformer–enhanced YOLOv8 to achieve 98.7% accuracy in bridge defect localization. Contribution 16 provides rare survey data on 4IR technology uptake in an emerging-economy construction sector, revealing virtualization as a gateway to broader AI adoption. Contributions 9 and 19 independently confirm that hybrid or ensemble algorithms outperform single-heuristic approaches for parameter inversion and classification, reinforcing the risk-management benefits of algorithmic diversity.

6. Outlook

Taken together, the articles in this Special Issue crystallize three interrelated trajectories. First, data-informed simulation loops are becoming the normative backbone of design: sensor-calibrated finite-element models, surrogate ML surrogates, and hybrid optimization routines now shorten iteration cycles while providing confidence bounds that were previously unattainable. Second, the rise of explainable intelligence is dismantling the “black-box” barrier; methods such as SHAP analyses, Bayesian inferences, and transformer-based visualizations are empowering practitioners to interrogate algorithmic reasoning, thereby enhancing adoption in safety-critical contexts. Third, an explicit focus on lifecycle resilience is redirecting innovation from short-term performance gains toward long-term durability and carbon reduction, as illustrated by studies on plateau-concrete cracking, UHPC fatigue, and AI-guided maintenance scheduling.
Looking ahead, further progress will depend on tighter coupling between domain-specific physics and general-purpose AI architectures, the establishment of standardized and interoperable data schemas that facilitate cross-project learning, and the development of governance frameworks that embed ethical considerations such as fairness, transparency, and data sovereignty. Equally important will be interdisciplinary collaboration—bringing together civil engineers, computer scientists, materials specialists, and policymakers—to translate laboratory advances into deployable tools that can scale across diverse regulatory and climatic contexts. With these foundations in place, intelligent techniques will not simply augment conventional practice but will redefine the baseline expectations for how infrastructure is conceived, built, and sustained.

Author Contributions

Writing—original draft preparation, K.L and T.W.; writing—review and editing, X.Z.; project administration, K.L. All authors have read and agreed to the published version of the manuscript.

Funding

This Special Issue is supported by the Major Program of the Natural Science Foundation of Sichuan Province of China (Grant No. 2024NSFSC0003) and the Overseas Expertise Introduction Project for Discipline Innovation (“111 Project”, Grant No. B21011).

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Data Availability Statement

Not applicable.

Acknowledgments

The Guest Editors gratefully acknowledge the authors for their high-quality submissions and the anonymous reviewers whose rigorous feedback enhanced every manuscript. We also thank the Buildings editorial team for their professional support.

Conflicts of Interest

The Guest Editors declare no conflicts of interest.

List of Contributions

  • Li, S.; Huang, C.; Yang, X.; Tao, Z.; Guo, J.; Li, H.; Yao, T.; Hu, J. Research on the Bearing Characteristics of Folding Steel Arch Frames with Different Snap-Fit Types Based on the Compensation Excavation Concept. Buildings 2025, 15, 1423. https://doi.org/10.3390/buildings15091423.
  • Li, X.; Ye, S.; Qiu, M.; Ye, W.; Li, J. Stability Analysis of Horizontal Layered Multi-Stage Fill Slope Based on Limit Equilibrium Method. Buildings 2025, 15, 1105. https://doi.org/10.3390/buildings15071105.
  • Mao, Z.; Ding, T.; Hu, F.; Ye, S.; Ding, L.; Zhang, X.; Li, P.; Li, N. The Impact of Different Excavation Support Structures on the Deformation and Stability of Adjacent Station and Tunnels. Buildings 2025, 15, 493. https://doi.org/10.3390/buildings15030493.
  • Chen, X.; Pei, Y.; Liu, K. Dynamic Response of Train–Ballastless Track Caused by Failure in Cement–Asphalt Mortar Layer. Buildings 2025, 15, 334. https://doi.org/10.3390/buildings15030334.
  • Zhang, X.; Hao, J.; Hou, W.; Yao, J.; Wang, Y.; Su, X.; Li, X. Debonding Analysis of FRP-Strengthened Concrete Beam in High-Temperature Environment: An Enhanced Understanding on Sustainable Structure. Buildings 2024, 14, 4079. https://doi.org/10.3390/buildings14124079.
  • Gu, P.; Wu, H.; Li, L.; Li, Z.; Hong, J.; Zhuang, M. Effect of Traffic Vibration on Compressive Strength of High-Strength Concrete and Tensile Strength of New-to-Old Concrete Interfaces. Buildings 2024, 14, 3765. https://doi.org/10.3390/buildings14123765.
  • Zhao, L.; Sun, X.; Wu, Z.; Chen, Y.; Liu, J.; Wang, Y. Nonlinear Static Analysis of Spherical Hinges in Horizontal Construction of Bridges. Buildings 2024, 14, 3726. https://doi.org/10.3390/buildings14123726.
  • Hu, X.; Liu, L.; Liao, M.; Li, M.; Lu, C.; Yao, Z.; Huang, Q.; Zhuang, M. Experimental Investigations on the On-Site Crack Control of Pier Concrete in High-Altitude Environments. Buildings 2024, 14, 3445. https://doi.org/10.3390/buildings14113445.
  • Wang, Y.; Gao, Y.; Zhang, K.; Zhuang, M.; Xu, R.; Yan, X.; Wang, Y. Inversion Analysis for Thermal Parameters of Mass Concrete Based on the Sparrow Search Algorithm Improved by Mixed Strategies. Buildings 2024, 14, 3273. https://doi.org/10.3390/buildings14103273.
  • Cheng, J.; Tong, L.; Sun, C.; Zhu, H.; Deng, J. Experimental and Numerical Simulation Investigations on the Bearing Capacity of Stepped Variable-Section DX Piles under Vertical Loading. Buildings 2024, 14, 3078. https://doi.org/10.3390/buildings14103078.
  • Yin, T.; Shen, G.; Yin, L.; Shi, G. Bridge Surface Defect Localization Based on Panoramic Image Generation and Deep Learning-Assisted Detection Method. Buildings 2024, 14, 2964. https://doi.org/10.3390/buildings14092964.
  • He, Z.; Xiang, Y.; Li, L.; Wei, M.; Liu, B.; Wu, S. Research on Construction Risk Assessment of Long-Span Cantilever Casting Concrete Arch Bridges Based on Triangular Fuzzy Theory and Bayesian Networks. Buildings 2024, 14, 2627. https://doi.org/10.3390/buildings14092627.
  • Huang, J.; Huang, W.; Quan, W.; Xing, Y. Hybrid Intelligent Model for Estimating the Cost of Huizhou Replica Traditional Vernacular Dwellings. Buildings 2024, 14, 2623. https://doi.org/10.3390/buildings14092623.
  • Xie, C.; Qu, Y.; Lu, H.; Song, S. Study on Deformation of New Tunnels Overcrossing Existing Tunnels Underneath Operating Railways. Buildings 2024, 14, 2420. https://doi.org/10.3390/buildings14082420.
  • Liu, Q.; Yan, J.; Li, H.; Zhang, P.; Liu, Y.; Liu, L.; Ye, S.; Liu, H. Intelligent Identification of Surrounding Rock Grades Based on a Self-Developed Rock Drilling Test System. Buildings 2024, 14, 2176. https://doi.org/10.3390/buildings14072176.
  • Lopes, J.M.; Pinto da Silva Filho, L.C. Adoption of Fourth Industrial Revolution Technologies in the Construction Sector: Evidence from a Questionnaire Survey. Buildings 2024, 14, 2132. https://doi.org/10.3390/buildings14072132.
  • Hu, X.; Liao, M.; Li, M.; Wang, F.; Lyu, X.; Zhuang, M. Investigations on the Environmental Characteristics and Cracking Control of Plateau Concrete. Buildings 2024, 14, 2104. https://doi.org/10.3390/buildings14072104.
  • Gao, L.; Zhuang, M.; Zhang, Q.; Bao, G.; Yu, X.; Du, J.; Zhou, S.; Wang, M. Displacement and Internal Force Response of Mechanically Connected Precast Piles Subjected to Horizontal Load Based on the m-Method. Buildings 2024, 14, 1943. https://doi.org/10.3390/buildings14071943.
  • Li, Z.; Tao, Y.; Du, Y.; Wang, X. Classification and Prediction of Rock Mass Boreability Based on Daily Advancement during TBM Tunneling. Buildings 2024, 14, 1893. https://doi.org/10.3390/buildings14071893.
  • Wang, C.; Yang, W.; Zhang, N.; Wang, S.; Ma, C.; Wang, M.; Zhang, Z. Effect of Moisture Content and Wet–Dry Cycles on the Strength Properties of Unsaturated Clayey Sand. Buildings 2024, 14, 1375. https://doi.org/10.3390/buildings14051375.
  • Zhuang, M.; Sun, C.; Yang, Z.; An, R.; Bai, L.; Han, Y.; Bao, G. Numerical Investigation on the Seismic Behavior of Novel Precast Beam–Column Joints with Mechanical Connections. Buildings 2024, 14, 1199. https://doi.org/10.3390/buildings14051199.
  • An, R.; Wang, Y.; Zhuang, M.; Yang, Z.; Tian, C.; Qiu, K.; Cheng, M.; Lv, Z. Study of Fatigue Performance of Ultra-Short Stud Connectors in Ultra-High Performance Concrete. Buildings 2024, 14, 1179. https://doi.org/10.3390/buildings14041179.
  • Huang, Z.; Ding, J. Minimum Error Interpolation Method for Quadrilateral Flat Plate Fitting in Steel Construction. Buildings 2025, 15, 1433. https://doi.org/10.3390/buildings15091433.

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MDPI and ACS Style

Liu, K.; Wang, T.; Zhang, X. Intelligent Techniques Applied in Infrastructure, Engineering, and Construction. Buildings 2025, 15, 1799. https://doi.org/10.3390/buildings15111799

AMA Style

Liu K, Wang T, Zhang X. Intelligent Techniques Applied in Infrastructure, Engineering, and Construction. Buildings. 2025; 15(11):1799. https://doi.org/10.3390/buildings15111799

Chicago/Turabian Style

Liu, Kaiwen, Tengfei Wang, and Xiaoning Zhang. 2025. "Intelligent Techniques Applied in Infrastructure, Engineering, and Construction" Buildings 15, no. 11: 1799. https://doi.org/10.3390/buildings15111799

APA Style

Liu, K., Wang, T., & Zhang, X. (2025). Intelligent Techniques Applied in Infrastructure, Engineering, and Construction. Buildings, 15(11), 1799. https://doi.org/10.3390/buildings15111799

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