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KSCE Journal of Civil Engineering OnlineFirst articles

09.05.2024 | Erratum

Erratum to: Uniaxial Compression Testing of Sandstone under Microscope:Damage Characteristics and Failure Mechanisms

verfasst von:
Huarui Hu, Binwei Xia, Cancan Chen, Jiajun Peng, Shirong Cao, Yangyang Li

02.05.2024 | Structural Engineering

The Effect of Section Enlargement with Cementitious Grout on the Eccentric Compression Behavior of RC Columns

The use of cementitious grout to enlarge the member size represents a method for strengthening RC columns, addressing limitations inherent in traditional section enlargement techniques. This study conducted experiments on the eccentric compression …

verfasst von:
Shuai Zhong, Xiaopeng Hu, Gang Peng, Jiapen Hou

02.05.2024 | Tunnel Engineering

Uniaxial Compressive Behaviors of Sandstone-concrete Binary with Rough Interface after High Temperatures

In this study, to explore the deterioration mechanism of the surrounding rock-ining by the thermal effect of conflagrations, sandstone-concrete bi-materials with various rough interfaces were produced employing three-dimensional scanning and …

verfasst von:
Haijian Su, Wenbo Wang, Liyuan Yu, Yinjiang Nie, Luqing Zhang, Jiawei Liu

02.05.2024 | Structural Engineering

Design of Mixture Proportion of Engineered Cementitious Composites Based on Desert Sand

Engineered Cementitious Composites are a type of advanced building materials, which have excellent ductility and can significantly enhance structural resistance. However, the expensive material cost of ECC limits its engineering applications. This …

verfasst von:
Dan Wang, Jialing Che, Chen Liu, Haifeng Liu

29.04.2024 | Structural Engineering

Forced Vibration Equation and Vehicle–Bridge Coupling Analysis of Composite Trough Girder with Corrugated Steel Webs

The Trough Girder with Corrugated Steel Webs (TGCWs) represents a novel form of through bridge that offers improved stress distribution characteristics and decreased inherent flaws when compared to the traditional trough girder design. Although …

verfasst von:
Yongming Xiong, Ming Yang, Linjie Tian, Ziye Yang

29.04.2024 | Geotechnical Engineering

An Analytical Model of Horizontal-Vertical Geogrid Reinforced Foundation

This paper proposed a theoretical solution to predict the bearing capacity of a new horizontal-vertical (H-V) geogrid reinforced foundation under strip footing, incorporating the key mechanism including the friction and the interlock between soils …

verfasst von:
Juan Hou, Chen-xi Chu, Jia-zheng Li, Timothy Copeland, Jiannan Chen, Boo Hyun Nam

29.04.2024 | Geotechnical Engineering

Effects of Freeze-Thaw-Drying-Wetting Cycles on Undrained Creep Behavior of an Expansive Clay

The creep behavior of an expansive clay under undrained conditions is investigated considering the effects of freeze-thaw-drying-wetting (FTDW) cycles. Compacted specimens were subjected to 1, 4, and 10 FTDW treatments. Macroscopic changes were …

verfasst von:
Weilie Zou, Qiuyang Pei, Zhong Han, Xiequn Wang

29.04.2024 | Structural Engineering

Progressive Collapse Resistance Analysis of Plate-member Composite Reticulated Shell Structure

In order to study the progressive collapse resistance of plate-member composite reticulated shell structure and propose an applicable analysis method, the complete and member removal experimental models of composite reticulated shell structure …

verfasst von:
Tengteng Zheng, Caiqi Zhao, Yun Xu, Zekun Fan, Haitao Lan, Lijie Shang

29.04.2024 | Construction Management

Estimating Hypothetical Competitive Bid Price on Bid-rigged Projects Based on the Weights of Major Work Groups

Bid-rigging has long been a problem in the construction area. This research identified the existing problems in evaluating damages from bid-rigging in Design-Bid-Build (DBB) and lowest-bid construction projects. Traditional econometric assessment …

verfasst von:
Kyong Ju Kim, Deok Soo Kim, Kyoungmin Kim, Eu Wang Kim, Yeon Ju Shin

29.04.2024 | Structural Engineering

Prestress Iterative Design and Precision Control Method for Cable-strut Structures using Enhanced Differential Evolution

The prestress design is crucial in cable-strut structures as it ensures structural stiffness and bearing capacity. In this paper, cable force is used as design variables, and the mechanical problem of solving node balance is transformed into the …

verfasst von:
Xuanzhi Li, Xiongyan Li, Suduo Xue

29.04.2024 | Tunnel Engineering

Modeling the Propagation of a Prefabricated Brittle Crack Using Phase-field Method within the Framework of ABAQUS

It is necessary to study the propagation path of cracks in concrete materials and its influence on the loading capacity of specimens. The phase-field method for fracture offers a distinct benefit in simulating the crack propagation behavior of …

verfasst von:
Zhuochen Tian, Annan Jiang

29.04.2024 | Structural Engineering

Shaking Table Tests and Numerical Analysis of the Interaction of a Base-isolated Steel Frame’s Responses with a Long-span Roof

Seismic isolation technology has been extensively used in long-span spatial structures to alleviate losses caused by earthquake disasters. However, limited experimental studies have been conducted to examine the impact of horizontal and vertical …

verfasst von:
Tianyang Zhang, Haoru Guo, Yunlong Zhang, Weizhi Xu, Shuguang Wang, Dongsheng Du

29.04.2024 | Structural Engineering

Interpretability Analysis of Shear Capacity in Reinforced Recycled Aggregate Concrete Beams Using Tree Models

Recycled aggregate concrete is an effective solution for efficiently managing municipal construction waste on a large scale. Shear bearing capacity (SBC) is significant for reinforced concrete structures, and it is essential to develop trustworthy …

verfasst von:
Li Li, Yapeng Qin, Yang Zhang, Kaidong Xu, Xiao-Mei Yang

22.04.2024 | Geotechnical Engineering

Research and Verification of Unified Yield Surface SFG Model considering Temperature Influence

When unsaturated soils are affected by thermal radiation such as sunlight, geothermal heat, nuclear waste, and biochemical reactions, the soil temperature will increase and accelerate soil moisture migration, resulting in soil deformation.

verfasst von:
Xiao-wen Liu, Ze-ming Wu, Hai-lin Luo

18.04.2024 | Structural Engineering

Bayesian Decision-Making Process Including Structural Health Monitoring Data Quality for Bridge Management

The article introduces a decision-making framework and process for including the data quality (DQ) of structural health monitoring (SHM) for bridge management. The decision-making process relies on Bayesian and utility theories. Maintenance of …

verfasst von:
Nisrine Makhoul

18.04.2024 | Structural Engineering

Tensile Capacity of Self-Piercing Rivet Connections in Thin-Walled Steel and Concrete Composite Structures

In this paper, self-piercing riveting (SPR) is implemented to thin-walled cold-formed steel and concrete (CFSC) composite structures for the first time. Tensile comparison tests were conducted on 5 groups of composite joints and 1 group of SPR …

verfasst von:
Zhihong Pan, Haofei Gao, Kai Yao, Qianpeng He, Yunqing Wang, Gaowa Xu, Juntao Zhu

18.04.2024 | Construction Management

Fuzzy-Graphical Evaluation and Review Technique for Scheduling Construction Projects

Construction scheduling is a complex process that features multitudinous sequences of various tasks or activities necessary to accomplish the project within the stipulated duration. Furthermore, determining the parameters influencing construction …

verfasst von:
Kulandaisami Pregina, Mariappan Ramesh Kannan

18.04.2024 | Environmental Engineering

Sand Flow Characteristics Induced by Static and Dynamic Seepage Pressure under Constant Perimeter Pressure

During the construction of coastal projects, the formation of seepage channels within the soil body, induced by fluctuating water pressure, can result in consequential damage to the soil structure, ultimately culminating in sudden water gushing …

verfasst von:
Xingxin Chen, Wencheng Shi, Xinran Zhang, Liqun Guo

18.04.2024 | Geotechnical Engineering

Effect of Agglomerate Size on Engineering Characteristics of Expansive Soil Improved by Industrial Waste Residue

The precise controlling of agglomerate dimensions within binder-treated soil remains a challenge in embankment projects. This investigation endeavors to elucidate the influence of aggregate size on key parameters such as strength, bearing …

verfasst von:
Chengfu Chu, Shanshan Sheng, Yuhang Wang, Fusheng Zha, Qiao Wang

18.04.2024 | Geotechnical Engineering

Numerical Study on the Shear Damage Behavior of Sandstone under Normal Disturbance Effects

The study focused on examining the impact of initial normal stress and normal disturbance amplitude on the degradation of rock mass in a complex stress environment. Using PFC2D numerical simulation software, various experimental characteristics of …

verfasst von:
Guorui Feng, Jie Zhang, Jun Guo, Xiaoze Wen, Luyang Yu, Wenming Feng, Xincheng Mi, Xu Zhang, Zhengjun Zhang