Buch, Englisch, Band 403, 314 Seiten, Format (B × H): 160 mm x 241 mm, Gewicht: 718 g
Engineering Resilience: Geotechnical-Seismic Vulnerability and Slope Stability
Buch, Englisch, Band 403, 314 Seiten, Format (B × H): 160 mm x 241 mm, Gewicht: 718 g
Reihe: Lecture Notes in Civil Engineering
ISBN: 978-981-97-8216-1
Verlag: Springer Nature Singapore
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 intricacies of mega projects. It covers topics such as underground transportation systems and heights of airfields and pavements. This book discusses diverse thematic landscapes, offering profound explorations into sensor technologies, data analytics, and machine learning applications. The publication highlights advanced practices, latest developments, and efforts 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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Chapter 1: LIQUEFACTION ASSESSMENT OF NORTHEAST ARKANSAS, USA.- Chapter 2: DETAILED PARTICLE MIGRATION ANALYSIS OF SUBGRADE SOILS UNDER CYCLIC LOADING DURING INTERNAL EROSION.- Chapter 3: Liquefaction Resistance of Aged Soils in the Upper North Island of New Zealand and Contribution of the Soil Behaviour Type Index.- Chapter 4: GEOTECHNICAL CHALLENGES FOR FAST-TRACK DESIGN AND CONSTRUCTION OF A BRIDGE FOUNDATION IN AN AREA IDENTIFIED AS HAVING POTENTIAL FOR LIQUEFACTION AND HIGH GROUNDWATER.- Chapter 5: GEOTECHNICAL DESIGN CHALLENGES RELATED TO EMERGENCY REPAIR OF A TRANSPORTATION CORRIDOR AFTER A FAULT RUPTURE EVENT AND POTENTIAL REPAIR OPTIONS, INCLUDING USE OF LIGHTWEIGHT CELLULAR CONCRETE.- Chapter 6: Traffic disruptions in box-type embankment-underpasses due to past earthquakes in Japan.- Chapter 7: Design of Culvert Considering Soil-Structure Interaction.- Chapter 8: Analysis of the deformability of railroad ballast based on the concept of the shakedown limit.- Chapter 9: Use of loess stabilized with hydraulic binder as construction material of the capping layer and the subbase course layer of a road structure.- Chapter 10: Development of Artificial Intelligence-Based Rutting Damage Prediction Models for Granular Roads under Superload Traffic. etc.