Titlebook: Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2; Engineering Resilien Cholachat Rujikia

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Analysis of the Deformability of Railroad Ballast Based on the Concept of the Shakedown Limit,down limit is proposed. This approach aligns well with findings from PFC2D simulations reported in literature. The established shakedown limit offers a valuable tool for railway pavement designers, enabling them to evaluate material behavior under variable loading scenarios, transcending the limitations of single stress state analysis.

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Use of Loess Stabilized with Hydraulic Binder as Construction Material of the Capping Layer and the Subbase Course Layer of a Road Structure,is possible to measure accurately mechanical performances of these materials to use them in subbase layers of pavements. Based on results, a design has been proposed and implemented on a real scale test section. The test section has been instrumented with strain gauges and preliminary results are presented.

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2366-2557 related to road, railway, and airfield transportation infra.This book presents select proceedings of the 5th International Conference on Transportation Geotechnics (ICTG 2024). It includes papers on ground improvement methodologies, dynamics of transportation infrastructure, and geotechnical intric

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Conference proceedings 2025 to foster collaboration, innovation, and sustainable solutions for transportation infrastructure worldwide. The book can be a valuable reference for researchers and professionals interested in transportation geotechnics..

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Experimental Study on Particle Migration in Saturated Sandy-Silt Mixtures Under Cyclic Loading, a positive loss. This research enhances our understanding of particle migration mechanisms in saturated soils subjected to?cyclic loading, providing crucial insights for the stability assessment of railway substructures.

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Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2Engineering Resilien

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