KSCE Journal of Civil Engineering - v. 26, n. 9 (août 2022)

Publié:	août 2022

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Wang, Zhigang / Tao, Lianjin / Dong, Jie	Analysis on the Dynamic Characteristics of Cross-Tunnel Structures under Wheel-Rail Impact Forces	3978-3991
Kim, Young Kyu / Ahn, Hui Rak / Kim, Kyoung Su / Lee, Seung Woo	Applicability of Pressurized TiO2 Fixation Method to Existing Vertical Concrete Road Structures	3725-3733
Ahmed, Muaid Abdulkareem Alnazir / Khoo, Hooi Ling / Ng, Oon-Ee	Application of Convolution Neural Network for Adaptive Traffic Controller System	4062-4072
Naji, Khalid K. / Gunduz, Murat / Falamarzi, Mohammad H.	Assessment of Construction Project Contractor Selection Success Factors considering Their Interconnections	3677-3690
Guldur Erkal, Burcu / Çağrıcı, Özge Gizem	Automated Geometric Imperfection Detection and Quantification of CFS Members from Point Clouds	3888-3904
Kim, Eu Wang / Park, Min Seo / Kim, Kyoungmin / Kim, Kyong Ju	Blockchain-Based Automatic Tracking and Extracting Construction Document for Claim and Dispute Support	3707-3724
Hong, Seongcheol / Kim, Garam / Kim, Incheol / Lee, Jiyeong / Lee, Junhwan	Characterizing Optimum Casing Configuration for Laterally Loaded Micropiles with Inclined Condition	3776-3788
Zhou, Qianwen / Deng, Xiaopeng / Hwang, Bon-gang / Zhao, Xianbo / Zhang, Na	Developing the Framework of Tacit Knowledge Externalization in International Construction Projects	3691-3706
Cui, Gao Hang / Cheng, Zhuo / Zhang, Daili / Ma, Shuxian / Liu, Zhiqiang	Effect of Freeze-Thaw Cycles on Dynamic Characteristics of Undisturbed Silty Clay	3831-3846
Zhou, Xingui / Li, Wei / Liu, Yang / Miao, Hong / Zhang, Ruyue / Xu, Jingchao / Wang, Shu / Peng, Xinshuai	Establishment of the Corner Correlation Method and Its Application in Rock Dynamic Test	4168-4177
Chen, Yuxuan / Yan, Quansheng / Jia, Buyu / Yu, Xiaolin / Wu, Yu / Luo, Yufan	Experimental and Mechanical Behavior of Rubber-Sleeved Group Studs	3905-3917
Akyelken, Furkan A. / Kilic, Havvanur	Experimental and Numerical Analyses of Buried HDPE Pipe with Using EPS Geofoam	3968-3977
Fang, Yuan / Yu, Feng / Song, Jie / Qian, Yuandi / Tao, Qinglin	Experimental Investigation and Finite Element Analysis on Flexural Behavior of PVA Fiber-Reinforced Recycled Concrete Slabs	4004-4022
Mao, Huimin / Yan, Xueyuan / Zong, Chenchen / Lin, Cihang / Liu, Xuhong	Experimental Research on Impact Resistance of Partially Precast Concrete Beams	4038-4051
Zhang, Liang / Jing, Hongwen / Meng, Yaoyao / Liu, Hanxiang	Experimental Study on the Damage Characteristics and Fracture Behaviour of Rock-like Materials with Weak Interlayer Zones	4157-4167
Wu, Bitao / Zhou, Yujian / Lu, Huaxi / Huang, Yun / Zhou, Zhenwei	Fatigue Resistance of a BFRP-Encapsulated Long-Gauge FBG Strain Sensor under Cyclic Train Loads	3945-3953
Gong, Wen Jun / Tao, Zhi Gang / He, Man Chao / Hou, Hui Jun	Feasibility Analysis on the Support of Rock Slopes Against Flexural Toppling Failure Using the DDA Method-A Case Study	3847-3862
Wang, Zhong Fu / Liu, Handong / Li, Riyun / Fang, Yunfeng / Bi, Dan	Field Investigation and Dynamic Process Simulation: A Case Study of Rock Avalanche in Pusa Village, Nayong County, Guizhou Province, China	3764-3775
Wang, Hao / Wang, Liang / Qian, Xin / Cao, Ke / Xu, Ying / Fang, Yi / Cui, Liyun	Hydration, Compressive Strength and Durability of Eco-friendly Cement Mortars Containing Recycled Brick Powder and Metakaolin	4023-4037
Jha, Arvind Kumar / Akhtar, Mohammad Parwez	Influence of Soluble Sodium Sulphate Contamination on Physical and Strength Behavior of Untreated and Lime Treated Soil	3815-3830
Zhong, Jiazheng / Wang, Shuying / Liu, Pengfei / Liu, Zhengri / Xu, Tao	Investigation of the Dynamic Characteristics of Muck during EPB Shield Tunnelling in a Full Chamber Model Using a CFD Method	4103-4116
Chen, Fan / Wang, Yingchao / Li, Yuanhai / Jiang, Wen	Investigation on the Collapse Mechanism of Overlying Clay Layer Based on the Unified Strength Theory	3734-3740
Lu, Qinwu / Guan, Zhenchang / Zheng, Lu	The Modification and the Application of Ground Pressure Calculation Model for the Shallow Tunnels under Seismic Scenario	4146-4156
Kwon, Sun Yong / Yoo, Mintaek	Numerical Analysis Method for Liquefaction-induced Damage Evaluation to Railway Structure	3752-3763
Meghwar, Shanker Lal / Pilakoutas, Kypros / Torelli, Giacomo / Guadagnini, Maurizio	Numerical Determination of Moisture Diffusivity in Concrete	3932-3944
Liu, Xun / Feng, Kun / He, Chuan / Zhang, Haihua	Quantitative Evaluation Index for Analysis of Assembly Effect on Shield Tunnel Segment Structures	4117-4127
Erkoç, Muharrem Hilmi / Doğan, Uğur	Regional Tidal Modelling Using Tide Gauges and Satellite Altimetry Data in South-West Coast of Turkey	4052-4061
Lee, Jung-Beom	Review on Environmentally-Friendly Vehicle Charging Station Location and Size Problems	3741-3751
Wei, Jia-jing / Liao, Hong / Liu, Li-Li / Zhu, Jian-qun	Seismic Factor of Safety for 3D Reinforced Soil Slope with Piles under Unsaturated Condition	3789-3802
Li, Wanying / Guan, Hongzhi / Han, Yan / Zhu, Haiyan / Wang, Ange	Short-Term Holiday Travel Demand Prediction for Urban Tour Transportation: A Combined Model Based on STC-LSTM Deep Learning Approach	4086-4102
Zhao, Hongbo / Wang, Meng / Chen, Bingrui / Li, Shaojun	Sparse Polynomial Chaotic Expansion for Uncertainty Analysis of Tunnel Stability	3992-4003
Zhu, Changxing / Li, Weidong / An, Yeming	Split Hopkinson Pressure Bar Test and Its Numerical Analysis Based on Transparent Rock Samples	4128-4135
Hu, Dandan / Yan, Baozhen / Xie, Kai / Liu, Yancheng / Sun, Quansheng	Statistical Analysis of the Vertical Temperature Gradient of the Web Plate of Steel Box Girder Bridges in Cold Regions	3876-3887
Cui, Chunyi / Yu, Chunyang / Zhao, Jiuye / Zheng, JunJie	Steel Slag/Precarbonated Steel Slag as a Partial Substitute for Portland Cement: Effect on the Mechanical Properties and Microstructure of Stabilized Soils	3803-3814
Qiao, Wenjing / Zhang, Hao / Zhang, Gang / Yang, Fan / Liu, Zhiguo	Tensile-Mechanical Degradation-Properties and J-C Constitutive Model of Studs after Strong-Acid Corrosion	3954-3967
Xu, Qiang / Lei, Shengxiang / Zhu, Yongquan / Zhao, Wei / Wang, Cong / Wang, Dapeng	Theoretical Prediction Model for Surface Settlement Caused by the Excavation of New Tunnels Undercrossing Existing Tunnels Based on Modified Stochastic Medium Theory	4136-4145
Chang, Liucheng / Wang, Hongyu / Wang, Ya / Liu, Xiaohong	Triaxial Creep Behavior of Silted Soil in front of Dam Based on Fraction Derivatives Theory	3863-3875
Wu, Xue / Hu, Dawei / Ma, Bingshan / Jiang, Ruisen	The Two Echelon Open Vehicle Routing Problem: Optimization of Crowdshipping Based Parcel Delivery	4073-4085
Chen, Xiaobo / Guo, Zupei / Zhou, Hengyu / Qian, XiKun / Zhang, Xuesheng	Urban Flood Resilience Assessment Based on VIKOR-GRA: A Case Study in Chongqing, China	4178-4194
Huang, Jiandong / Zhou, Mengmeng / Zhang, Jia / Ren, Jiaolong / Vatin, Nikolai Ivanovich / Sabri, Mohanad Muayad Sabri	The Use of GA and PSO in Evaluating the Shear Strength of Steel Fiber Reinforced Concrete Beams	3918-3931

Informations
sur cette fiche
IssueID
66339
Publié(e) le:
13.08.2022
Modifié(e) le:
13.08.2022

Publicité

Structurae coopère avec

International Association for Bridge and Structural Engineering (IABSE)

Publicité

KSCE Journal of Civil Engineering - v. 26, n. 9 (août 2022)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

KSCE Journal of Civil Engineering - v. 26, n. 9 (août 2022)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.