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Advances in Civil Engineering
Scopus
ISSN 1687-8086 · Wiley · 5.947 artikel di indeks
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Artikel Jurnal
Recent Advances in Soil Stabilization and Reinforcement: A Comprehensive Review of Emerging Technologies
The rapid increase in the global population has intensified the need for residential areas and civil infrastructure, ultimately leading to construction in areas with less desirable geological conditions. This underscores the necessity for soil improvement. With increasing public concern for…
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Artikel Jurnal
Mechanism and Modeling of Strength Loss for Saline Aeolian Sand: A Deterioration Framework Under Freeze-Thaw Cycles
In desert edge areas, the degree of soil salinization is high, and aeolian sand contains a significant amount of fines. As fine-grained aeolian sand is more susceptible to temperature, moisture, and salt influences compared to pure aeolian sand, its use in road construction may induce roadbed…
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Artikel Jurnal
Dispersion Characteristics of Saturated Sandy Sediments Measured by Dual-Probe Method in the 20–150 kHz Range
The acoustic properties of saturated sandy sediments are of great significance for gaining a deeper understanding of submarine sedimentary environments. To investigate the frequency dependence of sound velocity and attenuation in sediments, a dual-probe acoustic measurement method (DPAMM) was…
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Artikel Jurnal
Management and Assessment of Displacement Risks in the Construction of High-Risk Structural Engineering Projects
In view of the safety challenges caused by the large-span characteristics of high-risk structural engineering projects (HRSEPs), we are committed to exploring strategies to improve construction safety and efficiency. This study realizes real-time monitoring of structural displacement by adopting…
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Artikel Jurnal
Experimental Study on Reasonable Steam Curing Scheme of Prefabrication Box Girder
The assembly-line production mode was adopted to meet the production demands of prefabricated box girders for the Haiyan line. The steam curing method was introduced to accelerate concrete strength development, allowing the prestressing tension requirements of the box girders to be met quickly…
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Artikel Jurnal
Gradient Boosting-Based Modeling of Structural Performance in Hybrid Multi-Tube Columns
This study presents an advanced predictive framework for estimating the ultimate confined strength (fcc,u) and ultimate strain (εcc,u) of a hybrid multi-tube concrete column (MTCC), an innovative structural system that combines a fiber-reinforced polymer (FRP) outer tube, inner steel tubes, and…
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Artikel Jurnal
Machine Learning in Geotechnics: Predicting Unconfined Compressive Strength of Stabilized Organic Soils Using Hybrid Models
It is important to predict the unconfined compressive strength (UCS) of stabilized organic soils to be used in designing of foundations. Although machine learning (ML) methods have potential, the literature does not provide overall comparisons. This research suggests a new ML model that uses…
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Artikel Jurnal
Frictional Performance of Concrete Pavement Under Combined Water Accumulation and Cyclic Loading
To explore the evolution mechanism of friction performance in concrete pavement under the coupled effects of water accumulation and cyclic loading, a self-developed submerged friction testing system is designed for systematically analyzing the influence mechanism of water temperature, cyclic…
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Artikel Jurnal
Reliability Assessment of Simply Supported Beam Bridge Structural Performance Based on Load Tests
Currently, bridge load tests use the verification coefficient to evaluate the structural performance of bridges in China, but this method is unsuitable. This paper presents a method that utilizes reliability to compare the actual bridge structural performance with the designed performance…
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Artikel Jurnal
Optimization of Long-Term Highway Asphalt Pavement Maintenance Planning: A Framework and Case Studies
This paper presents an innovative benefit-evaluation framework integrating predictive analysis, construction risks, and environmental considerations to address the issues of inadequate project benefits, complex decision-making risks, and inefficient optimization in long-term highway network…
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Artikel Jurnal
Settlement Calculation of Pile Foundation With Different Shaft Resistance Models by Mean Vertical Additional Stress Coefficient Method
This study develops the mean vertical additional stress coefficient on the basis of vertical additional stress, and an analytical solution for calculating the settlement of pile foundations is derived accordingly. The method simplifies settlement calculations by simply layering the soil layers with…
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Artikel Jurnal
A Two-Stage Optimization Model for Multiple-Crane Service Schedules Problem
Scheduling tower crane movements is essential in a large construction site where multiple cranes are deployed. Efficient planning can avoid potential crane collisions, reduce construction duration, and save energy consumption. The multiple-crane service schedules problem (MCSSP) is a classic…
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Artikel Jurnal
Relationship Between Microstructure and Long-Term Strength of Compacted Q2 Loess Under High Confining Pressure
The microstructure of compacted loess exerts a substantial influence on its long-term strength. Gaining a comprehensive understanding of the law governing how microstructural changes affect its long-term strength is conducive to guiding the construction of high-fill loess projects. To delve into…
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Artikel Jurnal
Structural Behavior of Reinforced Concrete Deep Beams: Comparative Analysis of Experimental and Finite Element Methods
Reinforced concrete (RC) deep beams are increasingly used in structural applications such as offshore platforms, high-rise buildings, foundations, and nuclear facilities. However, the absence of a universally accepted strut-and-tie method (STM) for their design remains a critical challenge. This…
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Artikel Jurnal
Research on the Reinforcement Mechanism of Fiber–Asphalt Interface Based on Molecular Dynamics
Adding fibers to asphalt mixtures is an effective approach to ensure that asphalt pavements exhibit excellent low-temperature crack resistance and high-temperature stability during service. To investigate the reinforcement mechanism of the fiber–asphalt interface, molecular dynamics simulation was…
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Artikel Jurnal
Research on Directional Long Horizontal Drilling Hydraulic Fracturing Technology in Disaster Key Stratum of Working Faces
Directional long horizontal drilling hydraulic fracturing technology (DLHDHF) can prevent and control the occurrence of rock burst disasters by controlling the hard roof in the near field. Therefore, it is exceedingly significant to enhance the pressure relief effect by determining the appropriate…
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Artikel Jurnal
Sensitivity Study of Geometric Parameters on the Initial Rotational Stiffness of T-Stub Connections
To enhance the efficiency of parameter selection in the design of T-stub connections and to achieve the desired initial rotational stiffness more economically, this study comprehensively considers a range of geometric parameters. A parametric modeling approach was employed to batch generate and…
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Artikel Jurnal
Numerical Simulation of the Vibration Response of, and Damage to, a Deep Foundation Pit Under Multiple Blasting Events
To address the disturbance and damage to the surrounding rock and retaining piles caused by blasting excavation in deep foundation pits, the vibration response and cumulative damage under multiple blasting events were investigated through numerical simulations. Based on the deep foundation pit…
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Artikel Jurnal
The Effect and Mechanical Mechanism of Intermediate Diaphragms in Prefabricated T-Beam Bridges
Current bridge design codes stipulate that prefabricated T-beam bridges must include intermediate diaphragms, with spacing not exceeding 10 m. However, the construction of these diaphragms entails extensive overhead work, elevated safety risks, and significant challenges in quality control…
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Artikel Jurnal
Aseismic Capability of Beam-to-Column Joint in RC Frame Under Biaxial Loading
The aseismic capability of a beam-to-column connection may be lower under identical bidirectional compared to unidirectional loads. However, earthquake excitations are multidimensional and random, so joints may be simultaneously subjected to different biaxial loading. The aseismic capability and…
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