期刊名：CivilEng

期刊主页：https://www.mdpi.com/journal/civileng

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1.High Glass Waste Incorporation towards Sustainable High-Performance Concrete

高玻璃废料掺入对可持续高性能混凝土的影响

https://www.mdpi.com/2673-4109/5/1/3

Moreira, O.; Camões, A.; Malheiro, R.; Jesus, C. High Glass Waste Incorporation towards Sustainable High-Performance Concrete. CivilEng 2024, 5, 41-64. https://doi.org/10.3390/civileng5010003

2.Ensuring Structural Integrity: An Evaluation of Vertical Shortening in Tall Concrete Buildings

确保结构完整性：高层混凝土建筑竖向缩短的评估

https://www.mdpi.com/2673-4109/5/1/10

Filaj, E.; Deneko, E.; Moezzi, R.; Gheibi, M.; Annuk, A. Ensuring Structural Integrity: An Evaluation of Vertical Shortening in Tall Concrete Buildings. CivilEng 2024, 5, 191-208. https://doi.org/10.3390/civileng5010010

3.Experimental Investigation of Mechanical Properties of Concrete Mix with Lightweight Expanded Polystyrene and Steel Fibers

轻质膨胀聚苯乙烯和钢纤维增强混凝土混合料力学性能的实验研究

https://www.mdpi.com/2673-4109/5/1/11

Shah, S.J.; Naeem, A.; Hejazi, F.; Mahar, W.A.; Haseeb, A. Experimental Investigation of Mechanical Properties of Concrete Mix with Lightweight Expanded Polystyrene and Steel Fibers. CivilEng 2024, 5, 209-223. https://doi.org/10.3390/civileng5010011

4.Numerical Analysis of Textile Reinforced Concrete Shells: Force Interaction and Failure Types

纺织增强混凝土壳体的数值分析：力相互作用和破坏类型

https://www.mdpi.com/2673-4109/5/1/12

Vakaliuk, I.; Scheerer, S.; Curbach, M. Numerical Analysis of Textile Reinforced Concrete Shells: Force Interaction and Failure Types. CivilEng 2024, 5, 224-246. https://doi.org/10.3390/civileng5010012

5.The Use of Waste Ceramic in Concrete: A Review

废陶瓷在混凝土中的应用：综述

https://www.mdpi.com/2673-4109/5/2/24

Jwaida, Z.; Dulaimi, A.; Bernardo, L.F.A. The Use of Waste Ceramic in Concrete: A Review. CivilEng 2024, 5, 482-500. https://doi.org/10.3390/civileng5020024

6.Sustainable and Innovative Self-Healing Concrete Technologies to Mitigate Environmental Impacts in Construction

可持续和创新型自愈混凝土技术可减轻建筑业对环境的影响

https://www.mdpi.com/2673-4109/5/3/29

Kaushal, V.; Saeed, E. Sustainable and Innovative Self-Healing Concrete Technologies to Mitigate Environmental Impacts in Construction. CivilEng 2024, 5, 549-558. https://doi.org/10.3390/civileng5030029

7.Using 3D-Printed Formwork to Enable Controlled Crack Creation in Concrete Specimens

利用3D打印模板实现混凝土试件中可控裂缝的产生

https://www.mdpi.com/2673-4109/6/1/10

Solass, J.; Schapfel, S.; Stolz, A. Using 3D-Printed Formwork to Enable Controlled Crack Creation in Concrete Specimens. CivilEng 2025, 6, 10. https://doi.org/10.3390/civileng6010010

8.Investigating the Effects of Nano-Materials on the Mechanical and Durability Properties of Self-Consolidating Concrete

研究纳米材料对自密实混凝土力学性能和耐久性能的影响

https://www.mdpi.com/2673-4109/6/1/12

Khosravi, H.; Toloue-Hassanpour, M.R.; Lezgy-Nazargah, M. Investigating the Effects of Nano-Materials on the Mechanical and Durability Properties of Self-Consolidating Concrete. CivilEng 2025, 6, 12. https://doi.org/10.3390/civileng6010012

9.Exploring the Potential of Lateritic Aggregates in Pervious Concrete: A Study on Mechanical Properties and Predictive Techniques

探索红土骨料在透水混凝土中的应用潜力：力学性能及预测技术研究

https://www.mdpi.com/2673-4109/6/2/30

Naik, P.A.; Marathe, S. Exploring the Potential of Lateritic Aggregates in Pervious Concrete: A Study on Mechanical Properties and Predictive Techniques. CivilEng 2025, 6, 30. https://doi.org/10.3390/civileng6020030

10.Optimizing the Use of Fly Ash as Partial Replacement of Fine Aggregate and Cement in Portland Cement Concrete Mixes

优化粉煤灰在硅酸盐水泥混凝土混合料中部分替代细骨料和水泥的应用

https://www.mdpi.com/2673-4109/6/3/33

Karim, M.A.; Seo, Y.; Alamayreh, I.; Suttle, S. Optimizing the Use of Fly Ash as Partial Replacement of Fine Aggregate and Cement in Portland Cement Concrete Mixes. CivilEng 2025, 6, 33. https://doi.org/10.3390/civileng6030033

11.Optimizing Mix Design for Alkali-Activated Concrete: A Comprehensive Review of Critical Selection Factors

碱激发混凝土配合比优化：关键选择因素的综合综述

https://www.mdpi.com/2673-4109/6/3/43

Huseien, G.F.; Baghban, M.H.; Faridmehr, I.; Dong, K. Optimizing Mix Design for Alkali-Activated Concrete: A Comprehensive Review of Critical Selection Factors. CivilEng 2025, 6, 43. https://doi.org/10.3390/civileng6030043

12.Freeze–Thaw Durability of 3D Printed Concrete: A Comprehensive Review of Mechanisms, Materials, and Testing Strategies

3D打印混凝土的冻融耐久性：机理、材料和测试策略的综合综述

https://www.mdpi.com/2673-4109/6/3/47

Mousavi, M.; Rangaraju, P. Freeze–Thaw Durability of 3D Printed Concrete: A Comprehensive Review of Mechanisms, Materials, and Testing Strategies. CivilEng 2025, 6, 47. https://doi.org/10.3390/civileng6030047

13.Experimental Analysis of Steel–Concrete Bond Strength Under Varying Material and Geometric Parameters

不同材料和几何参数下钢-混凝土粘结强度的实验分析

https://www.mdpi.com/2673-4109/6/3/48

Trtnik, G.; Šušterši?, J.; Hozjan, T. Experimental Analysis of Steel–Concrete Bond Strength Under Varying Material and Geometric Parameters. CivilEng 2025, 6, 48. https://doi.org/10.3390/civileng6030048

14.Hybrid Topology Optimization of a Concrete Structure via Finite Element Analysis and Deep Learning Surrogates

基于有限元分析和深度学习代理的混凝土结构混合拓扑优化

https://www.mdpi.com/2673-4109/6/4/68

Gindy, M.; Abbas, M.M.; Muntean, R.; Butnariu, S. Hybrid Topology Optimization of a Concrete Structure via Finite Element Analysis and Deep Learning Surrogates. CivilEng 2025, 6, 68. https://doi.org/10.3390/civileng6040068

15.Analyzing Flexural Integrity Enhancement in Continuous Reinforced Concrete Beams Using NSM-BFRP Ropes: Experimental and Numerical Approach

利用近表面粘贴增强纤维增强复合材料绳增强连续钢筋混凝土梁抗弯强度的研究：实验与数值方法

https://www.mdpi.com/2673-4109/6/4/58

Abdel-Jaber, M.; Al-Nsour, R.; Ashteyat, A. Analyzing Flexural Integrity Enhancement in Continuous Reinforced Concrete Beams Using NSM-BFRP Ropes: Experimental and Numerical Approach. CivilEng 2025, 6, 58. https://doi.org/10.3390/civileng6040058

CivilEng 期刊介绍

主编：Angelo Luongo, University of L’Aquila, Italy

期刊专注于土木工程领域的最新研究进展，研究主题包括但不限于：结构工程、地震工程、建筑材料、建筑施工管理、建筑信息化、风险管理、交通工程、水资源与海岸工程等。期刊目前已被Scopus、ESCI (Web of Science)、Ei Compendex等数据库收录。

2024 Impact Factor：2.0

2024 CiteScore：4.0

Time to First Decision：21.7 Days

Acceptance to Publication：5.6 Days