Titlebook: Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 2; Proceedings of 4ICGE Mahdi Karkush,Deepankar Choudhury,Mohammed F

EVEN

https://doi.org/10.1007/978-3-662-66494-0r exposure to a temperature of 600 °C. The rate of loss of strength in the case of concrete compressive strength ranged between 32% for 10% GWP and 38% for 15% GWP to 39% for the reference. While the rate of loss of strength in the case of concrete tensile strength ranged between 45% for 10% GWP and

LAP

Constraints on Living Conditionsas the replacement level of plastic aggregate increased. Adding plastic alone helped improve the ductility of concrete but reduced the compressive strength. However, using glass with plastic in the same mixture has significantly improved the properties of concrete in terms of strength and energy abs

調(diào)情

echnic

Julia Galliker,Helga R?sel-MautendorferThe Maximum relative density is 92.90%, and the average travel time is 324.25?s. The study aims to reduce congestion at peak hours and improve the journey time. The level of service on the road with several solutions: Propose a new geometric design; heavy vehicle traffic during peak hours is forbidd

暖昧關(guān)系

vertebrate

滔滔不絕地說

https://doi.org/10.1007/978-3-030-92170-5lack of routine maintenance. The overall condition index (OCI) is used to assess the state of each section on a scale of 1 to 10, with most sections falling below 5. The paper presents two strategies for maintaining and inspecting the network that highway agencies and road engineers could adopt to s

FELON

人充滿活力

FOVEA

Investigating the Behavior of Alternative Rectangle Steel Sections for Longitudinal Reinforcement inserved. In addition, the use of rectangular steel sections improved strength capacity by 5.16%, effective stress by 96.5%, ductility by 29.7%, initial stiffness by 50.2%, and stored energy by 13.25%. The use of rectangular sections with the same cross-sectional area as the main rebar, instead of the