Prediction and parametric assessment of soil one-dimensional vertical free swelling potential using ensemble machine learning models DOI Creative Commons
Maan Habib, Ahed Habib, Bashar Alibrahim

и другие.

Advanced Modeling and Simulation in Engineering Sciences, Год журнала: 2024, Номер 11(1)

Опубликована: Дек. 27, 2024

Abstract Investigating soil swelling potential is indeed a critical research area in geotechnical engineering, given its significant influence on the stability and longevity of civil structures. This study aims to predict assess one-dimensional vertical free soils using ensemble machine learning models. Within context, large dataset encompassing wide array parameters from 210 samples, including moisture content, unit weight, plasticity, clay will be used. These are understanding behavior under varying environmental load conditions. The novel approach this lies application techniques, which offer robust framework analyze complex, nonlinear relationships within properties. Another key aspect parametric assessment, where individual properties investigated feature importance partial dependence analyses. analyses provide valuable insights into relative different behavior. outcomes contribute mechanics applications engineering practical implications for engineers practitioners. Besides, predictive models developed aid more informed decision-making design construction structures, particularly swelling-prone areas.

Язык: Английский

Enhancement of Cement-Based Materials: Mechanisms, Impacts, and Applications of Carbon Nanotubes in Microstructural Modification DOI Creative Commons

Erdong Guo,

Wenhao Zhang, Jinxing Lai

и другие.

Buildings, Год журнала: 2025, Номер 15(8), С. 1234 - 1234

Опубликована: Апрель 9, 2025

Carbon nanotubes (CNTs) exhibit high strength and modulus, excellent electrical thermal conductivity, good chemical stability, unique electronic optical properties. These characteristics make them a one-dimensional nanomaterial with extensive potential applications in fields such as composite materials, devices, energy, aerospace, medical technology. Cement-based materials are the most widely used extensively applied construction materials. However, these have disadvantages low tensile strength, brittleness, porosity, shrinkage, cracking. In order to compensate for shortcomings, recent years, relevant scholars proposed integrate CNTs into cement-based Incorporating not only enhances microstructure of but also improves their mechanical, electrical, durability The fabrication process reviewed this paper. different effects on physical properties hydration due design parameters, dispersion methods, temperature were analyzed. results show that compressive flexural CNT 0.02% content increased by 9.33% 10.18% from 3 d 28 d. terms reducing shrinkage carbonization resistance cement base, there is an optimal amount carbon nanotubes. addition dispersed reduces resistivity, nucleation promotes reaction. general, under dosage, uniform short length–diameter ratio significant effect lifting effect. future, will develop multifunctionality, cost, realizing intelligent self-sensing self-repair promoting green low-carbon manufacturing. Breakthroughs decentralized technology large-scale key, they expected help sustainable civil engineering infrastructure.

Язык: Английский

Процитировано

1

Impact of data-preprocessing approach selection on the accuracy of regression models for estimating properties of recycled aggregate concretes DOI
Ahed Habib, Salah Altoubat, M. Talha Junaid

и другие.

Innovative Infrastructure Solutions, Год журнала: 2025, Номер 10(3)

Опубликована: Фев. 20, 2025

Язык: Английский

Процитировано

0

Design Methodology and Application Dynamics of Compact Quasi-Zero Stiffness Isolators DOI Creative Commons

Yingqi Zhu,

Qingchao Yang,

Shuyong Liu

и другие.

Applied Sciences, Год журнала: 2025, Номер 15(7), С. 3478 - 3478

Опубликована: Март 22, 2025

With the rapid development of precision instruments, aerospace, and automotive industries, demand for compact vibration isolators capable suppressing low-frequency vibrations has surged. Although prior reviews have established theoretical framework quasi-zero stiffness (QZS) isolators, critical gaps persist in addressing their design under strong nonlinear dynamics diverse engineering constraints. This review systematically analyzes dynamic characteristics QZS systems effects evaluates five innovative methodologies isolators: special spring type, magnetic bionic metamaterials-based origami-inspired type. Key findings reveal that spring-type are simple to space-efficient but difficult machine. Magnetic-type achieve ultra-low start-up frequencies face thermal instability. Metamaterial designs enable multifunctional integration at cost manufacturing complexity, while bionic-inspired abstract practical applications. We find current research tends prioritize miniaturization over synergistic optimization load capacity, broadband isolation, adaptability. Future should focus on multi-degree-of-freedom systems, coupled metamaterials-bionic structures, active control. work provides a key roadmap advancing technology space-constrained

Язык: Английский

Процитировано

0

Bidirectional Modeling and Investigation of Quintuple Friction Pendulum Isolators Subjected to Various Seismic Excitations DOI Creative Commons
Ahed Habib, Ausamah AL Houri, Mohamed Maalej

и другие.

Advances in Civil Engineering, Год журнала: 2025, Номер 2025(1)

Опубликована: Янв. 1, 2025

Recently, a novel generation of friction pendulum (FP), known as the “quintuple (QFP)” isolator, was introduced to literature. The primary advantages this device come from its capacity exhibit multistage adaptive behavior through five effective pendula and nine operational regimes, thereby, offering substantial energy dissipation capabilities smooth loading unloading for structures subjected lateral loads. However, remains inadequately understood, necessitating further research discuss performance applicability system in real‐world scenarios. This study explores bidirectional QFP isolator under both displacement‐controlled cyclic earthquake conditions. As part investigation, implementation QFPs SAP2000 performing assessment is explained detail. Moreover, effect various parameters, including fault distance, peak ground acceleration (PGA) velocity (PGV) ratio, existence pulse characteristics, period, investigated. Besides, influence with differing periods damping ratios assessed compared. Finally, study’s findings are important engineers researchers working field.

Язык: Английский

Процитировано

0

Prediction and parametric assessment of soil one-dimensional vertical free swelling potential using ensemble machine learning models DOI Creative Commons
Maan Habib, Ahed Habib, Bashar Alibrahim

и другие.

Advanced Modeling and Simulation in Engineering Sciences, Год журнала: 2024, Номер 11(1)

Опубликована: Дек. 27, 2024

Abstract Investigating soil swelling potential is indeed a critical research area in geotechnical engineering, given its significant influence on the stability and longevity of civil structures. This study aims to predict assess one-dimensional vertical free soils using ensemble machine learning models. Within context, large dataset encompassing wide array parameters from 210 samples, including moisture content, unit weight, plasticity, clay will be used. These are understanding behavior under varying environmental load conditions. The novel approach this lies application techniques, which offer robust framework analyze complex, nonlinear relationships within properties. Another key aspect parametric assessment, where individual properties investigated feature importance partial dependence analyses. analyses provide valuable insights into relative different behavior. outcomes contribute mechanics applications engineering practical implications for engineers practitioners. Besides, predictive models developed aid more informed decision-making design construction structures, particularly swelling-prone areas.

Язык: Английский

Процитировано

0