Foundation Dynamics

Chapter 1: Field and laboratory testing of soils for the estimation of dynamic soil properties .- Chapter 2: Latest findings on liquefaction of soils.- Chapter 3: Seismic slope stability and landslides.- Chapter 4: Seismic design of retaining walls, marine structures, and dams.- Chapter 5: Seismic design of shallow and deep foundations.- Chapter 6: Soil-structure interaction under dynamic loading.- Chapter 7: Engineering seismology, strong ground motions.- Chapter 8: Ground response analyses and local site effects.- Chapter 9: Seismic hazard analyses: zonation, microzonation, risk assessment.- Chapter 10: Ground improvement techniques for reduction of seismic hazard .- Chapter 11: Role of building codes in reduction of seismic risk.- Chapter 12: Wave propagation, engineering vibrations .- Chapter 13: Vibration problems of high-speed railways .- Chapter 14: Vibration absorption/isolation applications .- Chapter 15: Performance of constructed facilities in extreme events/case histories of geotechnical earthquake engineering .- Chapter 16: Reconnaissance reports of recent damaging earthquakes.- Chapter 17: GIS and remote sensing, AI/ ML applications for geo- hazards .- Chapter 18: Sensors and satellite technology for disaster management.- Chapter 19: Seismic risk management and economics .- Chapter 20: Community preparedness and pre-earthquake disaster management .- Chapter 21: Innovative geotechnical applications in earthquake disaster management .- Chapter 22: Earthquake engineering education .- Chapter 23: Review of seismic design codes.

• Erscheinungsdatum: 14.06.2025
• Autor/Autorin: Rajib Sarkar
• Reihe: Springer Nature Proceedings excluding Computer Science
• Format: E-Book
• Dateiformat: PDF
• Kopierschutz: Wasserzeichen
• Dateigröße: 30.1 MB
• Verlag: SPRINGER
• Sprache: Englisch
• Umfang: 500 Seiten
• ISBN: 9789819614172
• Lieferung: Sofort per Download
• Hinweis: Sofort per Download lieferbar. Kein physischer Versand.
• Kompatibilität: Lesbar auf Geräten und Apps mit PDF-Unterstützung.