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Titlebook: Proceedings of the 8th International Conference on Civil Engineering; ICOCE 2024, 22–24 Ma Eric Strauss Conference proceedings 2025 The Edi

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Experimental and Numerical Study of Full-Size Reinforced Geopolymer Concrete Beamsdesigned to analyze the damage process and damage pattern of reinforced geopolymer concrete beams. Based on the test, a numerical model is established by numerical simulation using ABAQUS software. The dimensional sensitivity is further analyzed by finite elements based on the test. The experimental
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Theoretical Study on the Influence of Plate Position Parameters on the Compressive Bearing Capacity of Concrete Expanded Plate Double Pilely focused on the problem of CEP single pile, with little research on the problem of the CEP pile group. Therefore, this work uses ANSYS software to perform finite element simulation analysis of the CEP pile group. The effects of different plate positions of CEP double pile under vertical pressure o
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Detecting Debonding in FRP Retrofitted Concrete Beams Using Nonlinear Ultrasonic Waves to impart increased strength and durability. However, FRP retrofitted structures are susceptible to various damage mechanisms, with debonding being a critical issue. In this context, non-destructive testing (NDT) techniques play a crucial role in assessing and monitoring the structural health of FR
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Selection of Highway Underpass Accessibility Solution for Flooded Area Using Analytical Hierarchy Process Method are vulnerable to waterlogging, especially in several locations in Indonesia such as the Sentiong Underpass, Kemayoran, East Bekasi, and in Semarang (Dempel as local road, Soekarno Hatta as artery road). This research aims to determine the priority of alternative accessibility solutions to the prob
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Local Scour Studies on Spur Dyke with Grouped Pilesde structures, e.g., abutments, spurs, and piers. Spur dykes are the hydraulic structures those are employed to divert the flow in order to protect the both banks of the river from possibility of erosion. By changing the local spacing between permeable and impermeable spur dykes, there is a great in
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Indicators to Check Global Optimality of Design Solution of Looped Water Distribution Networks of discrete pipe sizes. Obtaining the global optimal solution of NLP-Hard problem is always a challenging task. In most of the available techniques, multiple solutions are obtained and the best one is adopted. Hence, the global optimality of the adopted solution is not guaranteed. It is observed th
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