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Search Results (185)

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15 pages, 2885 KB  
Article
Rapid P-Wave Moment Magnitude Estimation from Strong-Motion Records: Evidence from the 2025 Marmara Sea Earthquake
by Timur Tezel and Jon G. Gluyas
Appl. Sci. 2026, 16(12), 6000; https://doi.org/10.3390/app16126000 (registering DOI) - 13 Jun 2026
Abstract
The initial seconds after an earthquake are critical for rapid magnitude estimation to support real-time early warning. This study evaluates the determination of P-wave moment magnitude (Mwp) using strong-motion records from the 23 April 2025 Marmara Sea earthquake. High-quality accelerometric data [...] Read more.
The initial seconds after an earthquake are critical for rapid magnitude estimation to support real-time early warning. This study evaluates the determination of P-wave moment magnitude (Mwp) using strong-motion records from the 23 April 2025 Marmara Sea earthquake. High-quality accelerometric data from the Turkish National Strong Motion Network were analysed to extract early P-wave features within the first 3 s after P-wave onset. Results show significant rupture-directivity effects, whereby stations located approximately along the fault strike and rupture-propagation direction recorded larger ground-motion amplitudes and higher station-based Mwp estimates than stations located near nodal directions. The mean Mwp was 6.5 ± 0.2, consistent with the Global Centroid Moment Tensor (GCMT) moment magnitude estimate. Magnitude estimation was achievable within 8–20 s of P-wave arrival, confirming the method’s real-time applicability. Our findings demonstrate that strong-motion P-wave analysis can provide rapid and reliable magnitude estimates suitable for earthquake early warning, tsunami warning, and rapid-response applications. In the Marmara Sea region, where tsunami arrival times may be on the order of 20–30 min and critical infrastructure is concentrated in densely populated coastal areas, rapid determination of magnitude within seconds of earthquake initiation can provide valuable information for emergency management and hazard mitigation decisions. Full article
(This article belongs to the Section Earth Sciences)
33 pages, 406233 KB  
Article
Early Identification of Geological Hazards for Oil and Gas Pipelines Based on SBAS-InSAR and GIS
by Minghao Gao, Jian Liang, Jian Ai, Zhongdi Liu and Xingwei Ren
Appl. Sci. 2026, 16(11), 5701; https://doi.org/10.3390/app16115701 - 5 Jun 2026
Viewed by 105
Abstract
Oil and gas pipelines are crucial component of the strategic infrastructure in China, but they are severely threatened by geological disasters in complex terrains. These disasters may cause pipeline rupture, leakage or explosion, resulting in significant economic losses, environmental pollution and casualties. Traditional [...] Read more.
Oil and gas pipelines are crucial component of the strategic infrastructure in China, but they are severely threatened by geological disasters in complex terrains. These disasters may cause pipeline rupture, leakage or explosion, resulting in significant economic losses, environmental pollution and casualties. Traditional manual disaster investigation is inefficient because the pipelines are widely distributed, access is limited and the terrain may be rugged. Therefore, efficient and accurate disaster identification and risk assessment have become a priority that the industry urgently needs to address. Taking the Jiangxi section of the West Line II Zhangshu–Xiangtan connection line as the research area, this study combines the SBAS-InSAR technology with spatial analysis based on GIS to support early disaster identification, surface deformation monitoring and vulnerability assessment. The analysis of 48 Sentinel-1A satellite images shows that the regional ground deformation range is −19.5 to 19.1 mm per year, and most areas show a slow deformation of within ±10 mm per year. The preliminary visual interpretation of the SBAS-InSAR ground deformation data yields 121 preliminary high-deformation disaster points. Combined with the 9 key assessment factors in the GIS platform and the entropy-weighted information model obtained from the geological disaster susceptibility evaluation map and using the optical remote sensing images, 21 human interference points are excluded, and finally 100 potential geological disaster hazard areas are retained. Field verification was conducted through ground reconnaissance surveys and confirmed that 78 of these areas have geological disaster hazards such as landslide, collapses, and slope water damage, providing solid technical support for geological disaster management, monitoring and early warning along the pipeline route. This study proposes a multi-source integrated framework combining SBAS-InSAR, GIS-based susceptibility assessment, and optical validation for improving the reliability of early geological hazard identification. Full article
(This article belongs to the Special Issue Geological Disasters: Mechanisms, Detection, and Prevention)
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16 pages, 1336 KB  
Article
Intelligent Ecologies in Architecture: From Traditional Ecological Knowledge to Circular Design
by Alessio Dionigi Battistella
Architecture 2026, 6(2), 79; https://doi.org/10.3390/architecture6020079 - 25 May 2026
Viewed by 205
Abstract
The accelerating climate crisis and resource depletion demand new architectural paradigms that move beyond linear models of production and consumption. While the concept of Intelligent Ecologies is often associated with digital and artificial intelligence systems, this study reinterprets it through the lens of [...] Read more.
The accelerating climate crisis and resource depletion demand new architectural paradigms that move beyond linear models of production and consumption. While the concept of Intelligent Ecologies is often associated with digital and artificial intelligence systems, this study reinterprets it through the lens of Traditional Ecological Knowledge (TEK), vernacular architecture, and constraint-based innovation. Grounded in a critical reading of key references in ecological knowledge, vernacular studies, circular economy theory, and responsible innovation, the paper develops a conceptual framework tracing a trajectory from TEK to adaptive and circular design. Two architectural case studies, the ARCò kindergarten in Sant’Alessio (biological cycle) and the Parabase Elementa housing project in Basel (technical cycle), are analysed to demonstrate how natural and collective intelligence can be operationalised in contemporary practice. The findings show that circularity emerges not as an added sustainability layer but as the logical outcome of design under ecological and material constraints. The study concludes that Intelligent Ecologies should be understood as socio-ecological systems in which architecture participates in living processes through adaptive, regenerative, and temporally open strategies, thereby repositioning innovation as continuity with historically embedded forms of ecological intelligence rather than technological rupture. Full article
(This article belongs to the Special Issue Intelligent Ecologies in Architectural Research and Practice)
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20 pages, 16832 KB  
Article
Seismic Response Characteristics of Arch-Type Siphon Bridge Structure Under Pulse-Type Fault-Crossing Ground Motions
by Yupeng Ou, Pingan Liu, Youlin Chen, Tiehu Wang, Xiang Liu and Xun Zhang
CivilEng 2026, 7(2), 32; https://doi.org/10.3390/civileng7020032 - 16 May 2026
Viewed by 271
Abstract
Fault-crossing ground motions, characterized by velocity pulses, permanent fault dis-placement, and non-uniform support excitation associated with fault rupture, may significantly affect the seismic performance of siphon bridges crossing active faults. This study investigates a long-span siphon arch bridge subjected to pulse-type fault-crossing ground [...] Read more.
Fault-crossing ground motions, characterized by velocity pulses, permanent fault dis-placement, and non-uniform support excitation associated with fault rupture, may significantly affect the seismic performance of siphon bridges crossing active faults. This study investigates a long-span siphon arch bridge subjected to pulse-type fault-crossing ground motions. A unified stochastic ground motion model is developed by integrating nonstationary high-frequency components based on the evolutionary power spectrum with low-frequency pulse components represented by an improved Gabor wavelet, capturing forward directivity effects, permanent displacement, and differential support input at the two sides of the fault. A three-dimensional nonlinear finite element model is established in OpenSees using fiber-based beam–column elements, with hydrodynamic effects incorporated through the added mass method. Parametric analyses consider pulse phase angle (0–90°), amplitude (Mw 6.0–7.5), and frequency (0–1 Hz). Results indicate that structural responses decrease with increasing phase angle, with 0° being most unfavorable, high-lighting the dominant influence of permanent displacement. Resonance amplification occurs when pulse frequencies approach the fundamental modes of the pier (0.345 Hz) and deck (0.51 Hz), while the arch is particularly sensitive near 0.439 Hz. Water added mass reduces natural frequencies by 8–14% and significantly amplifies internal forces. These findings provide guidance for seismic design of fault-crossing siphon bridges. Full article
(This article belongs to the Collection Recent Advances and Development in Civil Engineering)
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24 pages, 1038 KB  
Article
Avant-Garde Poetry and the Tékhnē of Traditional Versification
by Evgenii Kazartsev and Nikita Kirichenko
Arts 2026, 15(5), 97; https://doi.org/10.3390/arts15050097 - 2 May 2026
Viewed by 463
Abstract
This article offers a theoretically nuanced and empirically grounded investigation into the paradoxical afterlife of classical versification within the poetic practices of the Russian and Soviet avant-garde. Challenging the persistent historiographic narrative that equates avant-garde poetics with an unequivocal rupture from tradition, the [...] Read more.
This article offers a theoretically nuanced and empirically grounded investigation into the paradoxical afterlife of classical versification within the poetic practices of the Russian and Soviet avant-garde. Challenging the persistent historiographic narrative that equates avant-garde poetics with an unequivocal rupture from tradition, the study demonstrates that canonical metrical forms—most notably iambic tetrameter—continued to operate as structurally productive, albeit critically reconfigured, elements within experimental verse. Drawing on a broad corpus encompassing poetic manifestos, verse texts, and prose writings by Vladimir Maiakovskii, Ilia Sel’vinskii, Semen Kirsanov, and Nikolai Aseev, the authors combine close formal analysis with quantitative prosodic modeling, including linguistic and speech models derived from Kolmogorov–Taranovsky verse theory. The article argues that avant-garde poets did not simply negate inherited metrics but subjected them to a process of internal recomposition, shifting attention from meter as a fixed scheme to rhythm as a dynamic, semantically charged construct. While rhythmic innovation is shown to be consciously engineered in verse, the analysis of verse-like fragments in prose reveals persistent, unconscious attachments to “classical” rhythmic patterns, particularly the Pushkinian alternating rhythm. This tension between declarative rejection and latent continuity illuminates the avant-garde’s distinctive mode of negotiating tradition: not abolishing it, but instrumentalizing it within a broader project of total artistic reorganization. The study thus reframes avant-garde prosody as a site where innovation and inheritance coexist in a state of productive contradiction, reshaping our understanding of modernist poetic technique. Full article
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28 pages, 8957 KB  
Article
Nonlinear Seismic Responses of Near-Fault Building Clusters Caused by the Fault Rupture
by Wei Zhong, Tielin Liu, Zhanyuan Zhu, Bo Qian and Panli You
Buildings 2026, 16(9), 1769; https://doi.org/10.3390/buildings16091769 - 29 Apr 2026
Viewed by 275
Abstract
An integrated numerical method is proposed for analyzing the nonlinear seismic response of near-fault building clusters, comprising three algorithms: (1) a structural investigated lump algorithm for elastoplastic dynamic response of structure; (2) a connecting investigated lump algorithm for bidirectional wave propagation between the [...] Read more.
An integrated numerical method is proposed for analyzing the nonlinear seismic response of near-fault building clusters, comprising three algorithms: (1) a structural investigated lump algorithm for elastoplastic dynamic response of structure; (2) a connecting investigated lump algorithm for bidirectional wave propagation between the site and elastoplastic building clusters; (3) a geomedia investigated lump algorithm for seismic wave propagation with an improved viscoelastic constitutive model, which allows independent definition of P/S-wave quality factors to characterize geomedia attenuation. Validated for its capability in simulating site-city dynamic interaction problems via a shaking table test, the method is applied to study the seismic response of near-fault building clusters in Xichang City under a hypothetical Mw6.8 earthquake. It is shown that irrespective of whether shallow geological structures are considered, clusters (c2–c4) situated in rupture-forward surface area within ~1.5 km of the fault trace entered the elastoplastic stage, while others (c1, c5) remained elastic. Shallow geological structures may reverse locally hanging-wall/footwall effects of both near-fault structural seismic response and ground motion. A notable seismic-response characteristic of near-fault structures undergoing the elastoplastic stage is that the permanent structural motion displacement (PSMD) at the slab of a specific floor incorporates not only the non-zero permanent ground motion displacement (PGMD) but also the non-zero final structural residual displacement (FSRD) relative to the supporting ground. The developed method could provide support for seismic damage assessment, site selection, and structural optimization design of near-fault building clusters. Full article
(This article belongs to the Section Building Structures)
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19 pages, 88490 KB  
Article
When the Mountain Acts Up: Experiencing Vertical Bordering and More-than-Human Relations in the Alps
by Claire Galloni d’Istria
Humans 2026, 6(2), 14; https://doi.org/10.3390/humans6020014 - 29 Apr 2026
Viewed by 286
Abstract
This article examines how bordering is experienced in alpine environments undergoing rapid ecological change. Drawing on ethnographic fieldwork conducted between 2024 and 2025 in the transboundary region of the Aosta Valley (Italy), Haute-Savoie (France), and the Canton of Valais (Switzerland), it explores how [...] Read more.
This article examines how bordering is experienced in alpine environments undergoing rapid ecological change. Drawing on ethnographic fieldwork conducted between 2024 and 2025 in the transboundary region of the Aosta Valley (Italy), Haute-Savoie (France), and the Canton of Valais (Switzerland), it explores how more-than-human relations become strained, suspended, or reconfigured through infrastructural instability, environmental rupture, and sanitary regulation. Based on a photo-ethnography, the analysis focuses on three empirical cases: infrastructural disruptions in the Val de Bagnes; the collapse of the Birch Glacier in the Lötschental Valley; and the effects of the Lumpy Skin Disease on pastoral practices across transboundary valleys. The article shows that alpine spaces are continuously co-produced by more-than-human assemblages through dynamics, in which bordering emerges not as fixed spatial line but as a conditional relational process unfolding across elevations and over time. By foregrounding interruption, waiting, constrained access, regulated proximity, suspension and exposure, it contributes to posthuman border studies by approaching bordering as a relational dynamic grounded in the material and temporal conditions under which more-than-human relations become practicable or impracticable. Full article
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28 pages, 7924 KB  
Article
Geomorphometry-Informed Ground-Motion Modeling for Earthquake-Induced Landslides
by Federico Mori, Giuseppe Naso and Gabriele Fiorentino
Remote Sens. 2026, 18(8), 1169; https://doi.org/10.3390/rs18081169 - 14 Apr 2026
Viewed by 421
Abstract
Earthquake-induced landslides are a major hazard in mountainous regions, where complex topography and near-surface conditions jointly control ground-motion amplification and slope instability. In this context, ground-motion models used as triggering inputs for landslide analyses must accurately represent site effects in complex terrain. This [...] Read more.
Earthquake-induced landslides are a major hazard in mountainous regions, where complex topography and near-surface conditions jointly control ground-motion amplification and slope instability. In this context, ground-motion models used as triggering inputs for landslide analyses must accurately represent site effects in complex terrain. This study develops a geomorphometry-informed ground-motion model based on predictors derived from global remote sensing Digital Elevation Models (DEMs), conceived as a triggering component for earthquake-induced landslide applications. The model is based on the eXtreme Gradient Boosting (XGBoost) regression algorithm and predicts peak ground acceleration, peak ground velocity, and spectral accelerations by integrating seismic source parameters, finite-fault source-to-site metrics, and geomorphometric site proxies derived from global DEMs. The model is trained on an extended Italian strong-motion dataset comprising about 8300 recordings from 90 earthquakes with finite-fault rupture models and is evaluated using a strict leave-one-event-out validation scheme. Results show that finite-fault parameterization reduces prediction errors by about 11% compared to point-source formulations, while DEM-derived site proxies improve predictive performance by approximately 5% relative to VS30 and 12% relative to the fundamental frequency f0. Residual analysis yields inter-event variability of 0.19–0.22 and intra-event variability of 0.23–0.26. The proposed framework demonstrates how global remote sensing products provide value-added predictors for ground-motion triggering in complex terrain, suitable for integration with earthquake-induced landslide susceptibility models. Full article
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16 pages, 1185 KB  
Article
Leveraging Large Language Models for Automated Extraction of Abdominal Aortic Aneurysm Features from Radiology Reports
by Praneel Mukherjee, Ryan C. Lee, Roham Hadidchi, Sonya Henry, Michael Coard, Matthew Davis, Yossef Rubinov, Ha Nguyen-Luong, Leah Katz and Tim Q. Duong
Diagnostics 2026, 16(7), 1083; https://doi.org/10.3390/diagnostics16071083 - 3 Apr 2026
Viewed by 573
Abstract
Background/Objectives. Abdominal computed tomography (CT) radiology reports contain critical information for abdominal aortic aneurysm (AAA) management, including aneurysm presence, size, rupture status, and prior repair. However, this information is often embedded within lengthy, heterogeneous reports, making manual extraction inefficient. We evaluated the [...] Read more.
Background/Objectives. Abdominal computed tomography (CT) radiology reports contain critical information for abdominal aortic aneurysm (AAA) management, including aneurysm presence, size, rupture status, and prior repair. However, this information is often embedded within lengthy, heterogeneous reports, making manual extraction inefficient. We evaluated the performance of multiple large language models (LLMs) for automated extraction of AAA-related findings from radiology reports. Methods. We retrospectively analyzed 500 abdominal CT reports mentioning AAA from an urban academic health system (2020–2024). Ground truth labels were established by manual review. Four open-source LLMs (Qwen2.5-7B-Instruct, Llama3-Med42-8B, GPT-OSS-20B, and MedGemma-27B-text-it) were evaluated for extraction of aneurysm presence, size, morphology, rupture status, impending rupture, and prior aortic repair. Model outputs were compared with ground truth using exact-match accuracy, and inter-model agreement was assessed using Fleiss’ kappa. Reasoning traces were examined to characterize correct and incorrect model behavior. Results. Accuracy for identifying AAA presence ranged from 0.90 to 0.95 (κ = 0.851), and prior aortic repair from 0.90 to 0.97 (κ = 0.793). Accuracy for aneurysm size ranged from 0.67 to 0.88 (κ = 0.340), with low κ’s due to class imbalance or dimension misselection. Rupture and impending rupture were identified with accuracies exceeding 0.90 across models, though agreement was lower (κ = 0.485 and 0.589), reflecting low event prevalence. Larger models (GPT-OSS-20B, MedGemma-27B) generally outperformed smaller models. Reasoning analysis revealed strengths in measurement prioritization but recurrent errors, including dimension misselection, over-inference of prior repair, and conservative classification of rupture-related findings. Conclusions. LLMs can accurately extract clinically relevant AAA information from radiology reports with interpretable reasoning, with larger and medically trained models outperforming smaller or general-purpose models. Performance varies by task and model, underscoring the need for careful validation and human-in-the-loop deployment in clinical settings. Full article
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10 pages, 220 KB  
Article
Foucauldian Biopolitics and Homo virtualis in the Context of Anticipatory Governance, Algorithms, and Transhumanism
by Mariam Margaryan, Aghavni Harutyunyan, Silva Petrosyan, Ashot Gevorgyan and Hayarpi Sahakyan
Philosophies 2026, 11(2), 54; https://doi.org/10.3390/philosophies11020054 - 3 Apr 2026
Viewed by 945
Abstract
This article examines contemporary forms of algorithmic governance through a biopolitical framework grounded in Michel Foucault’s analysis of security, risk, and governmentality. Rather than treating algorithmic systems as a rupture with earlier modes of power, the article argues that they intensify a security-based [...] Read more.
This article examines contemporary forms of algorithmic governance through a biopolitical framework grounded in Michel Foucault’s analysis of security, risk, and governmentality. Rather than treating algorithmic systems as a rupture with earlier modes of power, the article argues that they intensify a security-based rationality already oriented toward probabilistic reasoning, anticipatory intervention, and the indirect regulation of conduct. Governance increasingly operates by organizing environments in advance, shaping the conditions under which action becomes possible rather than correcting behavior after the fact. Situating transhumanism within this framework, the article approaches enhancement-oriented projects not as speculative or external developments, but as an extension of biopolitical governance from the regulation of life toward its optimization and redesign. Human capacities become objects of assessment and intervention, shifting the biopolitical subject from a bearer of risk to an upgrade-eligible profile oriented toward projected futures. To conceptualize the form of subjectivity produced at the intersection of algorithmic prediction and transhumanist optimization, the article introduces the heuristic figure of Homo virtualis. This figure describes a form of subjectivity in which individuals are approached through predictive profiles rather than stable identities, and responsibility shifts toward managing expected outcomes rather than accounting for past actions. By examining these shifts, the article contributes to debates on algorithmic governance by clarifying how biopolitics, prediction, and subjectivity are reconfigured as futures become increasingly organized in advance. This article adopts a descriptive and analytical approach rather than a normative one. Full article
25 pages, 738 KB  
Article
Orthodox Dogmatic Teaching and Its Varieties in the Development of Modern Greek Theology
by Ioannis Kaminis
Religions 2026, 17(3), 356; https://doi.org/10.3390/rel17030356 - 13 Mar 2026
Viewed by 1699
Abstract
This paper examines the evolution of modern Greek Orthodox dogmatic theology, highlighting its transition from early twentieth-century scholasticism to the diverse neo-patristic and existential approaches that shaped its later renewal. It begins with Panagiotes Trembelas, whose comprehensive but manualist synthesis safeguarded doctrinal continuity [...] Read more.
This paper examines the evolution of modern Greek Orthodox dogmatic theology, highlighting its transition from early twentieth-century scholasticism to the diverse neo-patristic and existential approaches that shaped its later renewal. It begins with Panagiotes Trembelas, whose comprehensive but manualist synthesis safeguarded doctrinal continuity while limiting historical and experiential depth. After the Second World War, Greek theology encountered Russian émigré thought and rediscovered the Palamite tradition, inspiring a “return to the Fathers” and a search for authentic patristic expression. This movement produced multiple trajectories: John Romanides emphasized historical and experiential purification, Christos Yannaras redefined dogma as personal and relational existence, and John Zizioulas developed a Eucharistic and relational ontology grounded in communion. Rather than representing rupture, these approaches reflect a creative struggle to articulate Orthodox faith within modern intellectual contexts. Overall, this paper presents modern Greek dogmatics as a dynamic field negotiating tradition, modernity, and ecclesial identity. Full article
(This article belongs to the Section Religions and Theologies)
14 pages, 658 KB  
Article
Intelligent Risk Early Warning Model for Coupling Risk of Oil Pump Pipeline System in Station Under Soft Soil Foundation Conditions Based on ABC-XGBoost Algorithm
by Shengyang Yu, Xiangsong Feng, Liwen Chen, Qingqing Xu and Shaohua Dong
Sustainability 2026, 18(5), 2653; https://doi.org/10.3390/su18052653 - 9 Mar 2026
Viewed by 376
Abstract
With rapid economic development in China’s coastal regions, more oil stations are being built on soft soil foundations, facing risks such as foundation settlement and pipeline failures. Mechanical vibrations of oil pumps can induce resonance in pipelines, leading to rupture, leakage, and fire [...] Read more.
With rapid economic development in China’s coastal regions, more oil stations are being built on soft soil foundations, facing risks such as foundation settlement and pipeline failures. Mechanical vibrations of oil pumps can induce resonance in pipelines, leading to rupture, leakage, and fire or explosion, threatening both safety and sustainable operation. Traditional monitoring methods, relying on physical models or data-driven approaches alone, are limited in capturing these coupled risks. This study proposes an ABC-XGBoost hybrid risk warning model, where the artificial bee colony algorithm optimizes XGBoost hyperparameters (iteration number, tree depth, learning rate) to improve predictive accuracy. By using multidimensional data—such as internal pressure, vibration amplitude, and ground settlement—the model evaluates stress and resonance risks in real time, supporting sustainable safety management. Validation with real station data shows an accuracy of 95.22%, 2.61% higher than the unoptimized model, demonstrating effective early warning and contribution to sustainable pipeline operation. Full article
(This article belongs to the Section Energy Sustainability)
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32 pages, 12219 KB  
Article
Stochastic Mechanical Response and Failure Mode Transition of Corroded Buried Pipelines Subjected to Reverse Faulting
by Tianchong Li, Kaihua Yu, Yachao Hu, Ruobing Wu, Yuchao Yang and Feng Liu
Materials 2026, 19(5), 1033; https://doi.org/10.3390/ma19051033 - 8 Mar 2026
Cited by 1 | Viewed by 437
Abstract
Buried oil and gas pipelines, the critical arteries of global energy infrastructure, are increasingly vulnerable to severe geological hazards such as reverse faulting, yet their structural integrity is often pre-compromised by stochastic corrosion damage accumulated during service. However, quantifying the coupled impact of [...] Read more.
Buried oil and gas pipelines, the critical arteries of global energy infrastructure, are increasingly vulnerable to severe geological hazards such as reverse faulting, yet their structural integrity is often pre-compromised by stochastic corrosion damage accumulated during service. However, quantifying the coupled impact of spatial corrosion heterogeneity and large ground deformation remains a formidable challenge due to the complex nonlinearities involved in soil–structure interactions and wall thinning. This study establishes a probabilistic assessment framework integrating random field theory, nonlinear finite element analysis, and a generative conditional diffusion model to characterize realistic 2D non-Gaussian corrosion morphologies. The numerical results reveal a significant geometric stiffening effect induced by internal pressure, where moderate operating levels effectively suppress cross-sectional distortion by counteracting the Brazier effect. Consequently, this mechanism facilitates a fundamental transition in failure modes from localized tensile rupture to ductile buckling, significantly extending the critical fault displacement threshold. Furthermore, probabilistic fragility analysis demonstrates that the spatial dispersion of pitting, rather than just average wall thinning, governs the initiation of premature failure. Mechanistic analysis indicates that high internal pressure, while providing pneumatic support, exacerbates tensile strain localization at corrosion pits, leading to a heightened probability of premature rupture under minor fault deformations, a critical hazard that traditional deterministic models significantly underestimate. These findings provide a quantitative theoretical foundation for the reliability-based design and maintenance of energy lifelines traversing active tectonic zones. Full article
(This article belongs to the Section Materials Simulation and Design)
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26 pages, 27806 KB  
Article
Fault-Parallel Postseismic Afterslip Following the 2020 Mw 6.4 Petrinja–Pokupsko Earthquake from Sentinel-1 SBAS Time Series
by Antonio Banko and Marko Pavasović
Remote Sens. 2026, 18(5), 828; https://doi.org/10.3390/rs18050828 - 7 Mar 2026
Viewed by 540
Abstract
The Mw 6.4 Petrinja earthquake on 29 December 2020 ruptured the Petrinja-Pokupsko fault system in central Croatia, producing widespread coseismic deformation and subsequent postseismic processes. This study examines ground displacements in the Petrinja area from 2019 to 2022 using Sentinel-1 SAR data processed [...] Read more.
The Mw 6.4 Petrinja earthquake on 29 December 2020 ruptured the Petrinja-Pokupsko fault system in central Croatia, producing widespread coseismic deformation and subsequent postseismic processes. This study examines ground displacements in the Petrinja area from 2019 to 2022 using Sentinel-1 SAR data processed with SBAS time series analysis. Interferometric phase residuals were filtered using temporal coherence masking and RMS cut-off criteria to ensure high-quality displacement estimates. Line-of-sight (LOS) velocity fields were derived separately for ascending and descending tracks, combined into horizontal and vertical components, and rotated into a fault-parallel direction. Fault-parallel velocities were also extracted with pixel-wise coseismic offsets removed to isolate postseismic transients. Pre-event displacements are generally small and often within measurement uncertainties. However, because the 2019–2022 observation window includes the mainshock and concentrated early postseismic motion, robust estimation of long-term interseismic rates (millimeters per year) is not possible from this dataset. Such rates from independent regional GNSS measurements are therefore included solely for tectonic context and visual illustration. A clear surface displacement jump exceeding 20 cm was detected, with opposite signs in ascending and descending geometries, reflecting predominant right-lateral strike-slip motion. Following the removal of the coseismic jump, weighted profile analysis identifies residual transients of up to ±1.5 cm/yr near the fault, consistent with dominant shallow afterslip. Possible contributions from viscoelastic relaxation are noted, as such processes produce broader, longer-timescale deformation patterns that cannot be excluded without extended observations or forward modeling. These geodetic observations quantify the immediate postseismic deformation and provide constraints on near-fault slip patterns following the mainshock. Full article
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20 pages, 4719 KB  
Article
Optimizing Mechanical and Thermal Properties of Slag-Based Geopolymer Fiber Boards via Fiber Pretreatment and Reinforcement Type
by Sebnem Sevil Arpaci and Ergun Guntekin
Polymers 2026, 18(3), 423; https://doi.org/10.3390/polym18030423 - 6 Feb 2026
Cited by 1 | Viewed by 1168
Abstract
This study aims to optimize the physical, mechanical, and thermal properties of 100% Ground Granulated Blast Furnace Slag (GGBFS) based geopolymer wood-composite panels. Pine fibers were utilized as the primary reinforcement matrix, while glass and hemp fibers were introduced as secondary reinforcements at [...] Read more.
This study aims to optimize the physical, mechanical, and thermal properties of 100% Ground Granulated Blast Furnace Slag (GGBFS) based geopolymer wood-composite panels. Pine fibers were utilized as the primary reinforcement matrix, while glass and hemp fibers were introduced as secondary reinforcements at varying proportions (3%, 6%, 9% by weight). The research investigated the effects of fiber pretreatments (hot water vs. 1% NaOH) and reinforcement hybridization. Results indicate that GGBFS successfully geopolymerized, forming a hybrid N-A-S-H and C-A-S-H gel network. Quantitative analysis revealed that 9% glass fiber reinforcement yielded the highest mechanical performance, achieving a Modulus of Rupture (MOR) of 10.05 N/mm2 and Internal Bond (IB) strength of 1.32 N/mm2, alongside superior water resistance (1.0% Thickness Swelling). Conversely, while hemp fiber inclusion reduced mechanical strength (MOR: 5.77 N/mm2 at 9%), it significantly enhanced thermal insulation, reducing thermal conductivity to 0.10 W/m·K. It was observed that aggressive NaOH pretreatment caused alkali-induced degradation of pine fibers, negatively impacting the composite’s integrity compared to hot water treatment. This study demonstrates the feasibility of tailoring 100% slag-based geopolymer composites for either structural (glass-reinforced) or insulating (hemp-reinforced) applications using industrial by-products. Full article
(This article belongs to the Section Polymer Fibers)
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