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Results 1-10 of 29 (Search time: 0.003 seconds).
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Issue DateTitleAuthor(s)
2022Effect of partial replacement of E-waste as a fine aggregate on compressive behavior of concrete specimens having different geometry with and without CFRP confinementUllah S.; Qureshi M.I.; Joyklad P.; Suparp S.; Hussain Q.; Chaiyasarn K.; Yooprasertchai E.
2022Improvement of stress-strain behavior of brick-waste aggregate concrete using low-cost FCSM compositesJoyklad P.; Ali N.; Chaiyasarn K.; Poovarodom N.; Yooprasertchai E.; Maqbool H.M.; Ruangrassamee A.; Hussain Q.
2022Comparison of Different Artificial Intelligence Techniques to Predict Floods in Jhelum River, PakistanAhmed F.; Loc H.H.; Park E.; Hassan M.; Joyklad P.
2022Mechanical Experiments on Concrete with Hybrid Fiber Reinforcement for Structural RehabilitationShahid M.A.; Rashid M.U.; Ali N.; Chaiyasarn K.; Joyklad P.; Hussain Q.
2022Axial Load Enhancement of Lightweight Aggregate Concrete (LAC) Using Environmentally Sustainable CompositesSuparp S.; Ali N.; Al Zand A.W.; Chaiyasarn K.; Rashid M.U.; Yooprasertchai E.; Hussain Q.; Joyklad P.
2022Predicting the Mechanical Properties of RCA-Based Concrete Using Supervised Machine Learning AlgorithmsShang M.; Li H.; Ahmad A.; Ahmad W.; Ostrowski K.A.; Aslam F.; Joyklad P.; Majka T.M.
2022Impact of fibre factor and temperature on the mechanical properties of blended fibre-reinforced cementitious compositeLiu L.; Yang G.; He J.; Liu H.; Gong J.; Yang H.; Yang W.; Joyklad P.
2022Behavior of steel clamp confined brick aggregate concrete circular columns subjected to axial compressionRodsin K.; Joyklad P.; Hussain Q.; Mohamad H.; Buatik A.; Zhou M.; Chaiyasarn K.; Nawaz A.; Mehmood T.; ELNEMR A.
2022A scientometric analysis approach to analyze the present research on recycled aggregate concreteZhang B.; Ahmad W.; Ahmad A.; Aslam F.; Joyklad P.
2022Structural behavior of full-scale precast posttensioned girder with substandard transverse reinforcement–experimental and analytical studyJoyklad P.; Sirisonthi A.; Chaiyasarn K.; Hussain Q.; Suparp S.