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Strengthening of Composite Castellated Beams Web with Corrugated Carbon Fiber Reinforced Polymer Struts Ismael Al-Salmani1,a*, Zaid Al-Azzawi2,b, Jamal Al-Esawi3,c 1Civil Engineering Department, University of Anbar, Ramadi, Iraq 2Dams and Water Resources Engineering Department, University of Anbar, Ramadi, Iraq 3Civil Engineering Department, University of Anbar, Ramadi, Iraq aism17e110@uoanbar.edu.iq, bzaid.kani@uoanbar.edu.iq, cjamal_alesawi@uoanbar.edu.iq Keywords: composite beam, castellated beam, CFRP struts, Self-compacting concrete, strengthening Abstract.
All beams were tested in the civil engineering laboratory at the University of Anbar.
The Behavior under Load of Six Castellated Composite T-Beams,Civil Engineering and Public Works. (69): 339-343

., Department of Construction Engineering, Chaoyang University of Technology, Taichung County, 413, Taiwan, R.O.C. 2, 5Assos.
Prof., Department of Civil Engineering, Chung Yuan Christian University, Chungli, Taoyuan 320, Taiwan, R.O.C. 4Asist.
Prof., Department of Civil Engineering, National Kaohsiung University of Applied Sciences, Kaohsiung City, Taiwan, R.O.C.
Chern, Effect of steam-curing cycle and proportion mix on the strength of precast concrete, Proc., Seventh East Asia-Pacific Conference on Structural Engineering & Construction, JSCE, Kochi, Japan, pp. 1390-1395 (1999)
G., Effect of steam-curing on the strength of precast concrete, Proc., Seventh International Conference on Composites Engineering, ICCE, Denver, USA, pp. 513-514 (2000)

Influence of slope thickness and soil porosity on the failure mechanism of reduced-scale slope models Ping Wang1, a and Long Hou2, S.M.ASCE 1Lecturer, Department of Military Architecture and Civil Engineering, Logistical Engineering University of PLA, Chongqing, 401311, China 2Ph.D.
Candidate, College of Civil Engineering, Chongqing University, Chongqing 400045, P.R.
Until recently, many scholars have already exerted considerable effort in landslide research and have achieved fruitful results in both theory and engineering practice [e.g., Reference 1,5,7].
Procs., 16th ASCE Engineering Mechanics Conference, July 16-18, Univ. of Washington, Seattle, WA

Background Factors Analysis and Risk Evaluation Based on Fuzzy Theory in Wenchuan Seismic Landslides Meng Han1, a, Xiaoyi Fan2, b ,Jianping Qiao3, c 1Zibo Vocational College, Zibo, Shandong, China 2School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, Sichuan, China 3 Institute of Mountain Hazards and Environment, CAS afreerush@tom.com, bxyfan1003@126.com, cjpqiao@imde.ac.cn Keywords: Seismic Landslide, Fuzzy Theory, Risk Evaluation, Contribution Rate, Background factors Abstract: Earthquake is one of the most important external factors causes landslide, the geological and topographical conditions of the slope itself is the most important internal factors which induce landslide on landslide’s size and probability.
，Li J., et al．Assessment of Landslide Susceptibility on the Natural Terrain of Lantau Island, Hong Kong, Environmental Geology, 40 (3), January, 2001: 381- 391 [2] Qiao Jianping, Wu Caiyan, Tian Hongling, Contribution Rate Research of Stratum to Landslide Growth of Yunyang-Wushan Segment in Three Gorges Reservoir Region, Chinese Journal of Rock Mechanics and Engineering, 23(17), Sept,2004:2920-2924 (Ch).
(In Chinese) [3] Yin Yueping, Feature Analysis on Wenchuan Ms 8.0 Seismic Landslide[J], Journal of Engineering Geology, 2009/17(1), 29-38 (In Chinese) [4] Chen Xinjian, et al.
Han．Topographic Influence on the Landslide Movement[J], Advances in Civil Engineering and Architecture, Vols, 243-249(2011) pp5258-5262 [6] Wang Xiuying, Nie Gaozhong, et al.
Using the Fuzzy Mathematics Method to Establish the Wenchuan Seismic Landslide Hazard Criteria[J], Rock and Soil Mechanics, 2011, 2, Vol. 32, No.2 (In Chinese) [7] Hu Tao, Application of Fuzzy Theory and Gray System Theory on the Geotechnical and Structural Engineering[D], Nanning: Guangxi University (In Chinese)

Fu3,b, Hui Li2,c, Geng-wen Zhao3,d, Mohamed Ahmed3,e 1School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China, 730050 2 Northwest Center for Disaster Mitigation in Civil Engineering, Ministry of Education, Lanzhou 3 The Bridge Engineering Software and Technology (BEST) Center University of Maryland, College Park, MD 20742, USA axiangcs@lut.cn, bccfu@umd.edu, clih@lut.cn, dchinaeileenzhao@gmail.com, emohamedsalah@gmail.com Keywords: Steel-concrete curved bridge, Construction error, Support uplift, Displacement monitoring, field test Abstract.
Fu, Director of the Bridge Engineering Software and Technology (BEST) Center, University of Maryland, for his technical guidance and Dr.
[5] Bridge Engineering Software and Technology (BEST) Center, University of Maryland “Load Test and Analysis Report of Rock Creek Trail Pedestrian Bridge” (May 2011) Montgomery County, Maryland, USA

MATLAB GUI-Based Lifting optimization decision system for Multiple-Lifts-Single-Crane Wenjiang Li1,a, Zhou Leng2,b, Chuanguo Jia 2,3,c*, Peng Lu2,d and Yanxing Liu2,e 1State Grid Chongqing Economic Research Institute, Chongqing 401121, China 2College of Civil Engineering, Chongqing University, Chongqing 400045, P.
These systems own different features which can be used in special situation, and they can solve partial problems of lifting industries, but it is far from combining engineering practice with computer software.
Without automation and 3D simulation, the process of lifting is mainly depended on experienced lift engineers who decide the crane and the corresponding location with little consideration of combining safety and economy.
Computer in Civil Engineering. , 22, 21–30
Construction Engineering and Management. , 122(4),267–276.

Elizalde2,e, Alchris Woo Go3,2,f,* 1Department of Civil Engineering, University of San Carlos, Cebu City 6000, Philippines 2Engineers and Research Associate for Sustainable Energy and Environmental Development (ERA for SEED), Cebu City, 6000 Cebu, Philippines 3School of Engineering, University of San Carlos, Cebu City 6000, Philippines a23103034@usc.edu.ph, b23104650@usc.edu.ph, c24200049@usc.edu.ph, djbjamora@usc.edu.ph, enaoj.edlazile@gmail.com, fawgo@usc.edu.ph Keywords: Cement displacement; concrete; emission reduction; resource potential; waste fiber.
Acknowledgment(s) The authors would like to thank the Department of Science and Technology – Engineering Research and Development for Technology (DOST-ERDT) for the scholarship and research grant provided.
Idrees, Decarbonising cement and concrete production: Strategies, challenges and pathways for sustainable development, Journal of Building Engineering 86 (2024) 108861. https://doi.org/10.1016/J.JOBE.2024.108861
Husen, Effect of Pineapple Leaf Fibre as Additional Material in Concrete Mixture, Lecture Notes in Civil Engineering 215 (2022) 525–537. https://doi.org/10.1007/978-981-16-7924-7_34.  

Zulfikri M.Zainudin1,a, F.Hanim Khairuddin2,b*, Choy Peng Ng3,c, Siti Khadijah C.O4,d, N.Aina Misnon5,e, Murniati.S6,f 1,2,3,4,5 Department of Civil Engineering, Faculty of Engineering, 6 Department of Electrical & Electronics Engineering, Faculty of Engineering, Universiti Pertahanan Nasional Malaysia, Kem Sg Besi 57000, Kuala Lumpur, Malaysia akarok_jojo91@yahoo.com, bhanim@upnm.edu.my, ccpng@upnm.edu.my, dsitikhadijah@upnm.edu.my, enooraina@upnm.edu.my, fmurniati@upnm.edu.my Keywords: Marshall Mix Design, Modified hot mix asphalt, Optimum asphalt content, Sugarcane bagasse ash Abstract.
[2] Wan Mohd Nazmi, Achmad Fauzi Abdul Wahab, Green Pavement Using Recyled Polyethylene Terephthalate (PET) as Partial Fine Aggregate Replacement in Modified Asphalt, Procedia Engineering. 53 (2013) 124-128
[7] Sigit Pranowo Hadiwardoyo, Evaluation of the addition of short coconut fibers on the characteristics of asphalt mixtures, Civil and Environmental Research. 3(4) (2013)

., Lutsk, Ukraine, 43018 2National University of Civil Defence of Ukraine, 94 Chernishevska str., Kharkiv 61023, Ukraine 3Cherkassy Institute of Fire Safety of National University of Civil Defence of Ukraine, 8, Onoprienko str., Cherkassy, Ukraine, 18034 4Kharkiv National University of Municipal Economy named after O.N.
Alexandria Engineering Journal, 55 (2016) 2077-2086
Mechanics and Mechanical Engineering, 22 (2018) 727-737
Cagáňová, Powder technology and software tools for microstructure control of AlCu2 samples, Lecture Notes in Mechanical Engineering (2021) 585-593
South African Journal of Industrial Engineering, 27 (2016) 174-183

Application of Shaft Lining Monitoring System in the Deep and Thick Overburden Pengli He1,2,a Dongxiao Zhang1,b 1Department of Civil Engineering Luoyang Institute of Science and Technology China 2School of Civil Engineering Xi’an University Architecture and Technology China ahepengli2003@126.com bqh-k@163.com Key words: monitoring system, shaft lining, vertical additional force, deep and overburden Abstract: The vertical additional force could make the shaft lining in deep topsoil fracture.
Application and effect of grouting in surrounding soil on releasing and restraining additional stress of shaft lining, Chinese Journal of Geotechnical Engineering [J], Vol.27(7), July,2005, pp: 742-745 (in Chinese) [5] Hongchun Xia, Meian Tang, Mechanism and application of grouting into topsoil to prevent shaft lining fracture [J], Jounal of Mining and Safety Engineering, Vol.26(4), JulyDecember,2009, pp:407-412 (in Chinese) [6] Hengchang Liang, Guoqing Zhou, Zhiqiang Liu, In-situ test on ground surface settlement and additional strain of shaft linings, Chinese Journal of Geotechnical Engineering [J], Vol.32(6), June, 2010, pp:924-929.