Pile foundations are the most common form of deep foundations that are used both onshore and offshore to transfer large superstructural loads into competent soil strata. This book provides many case histories of failure of pile foundations due to earthquake loading and soil liquefaction. Based on the observed case histories, the possible mechanisms of failure of the pile foundations are postulated. The book also deals with the additional loading attracted by piles in liquefiable soils due to lateral spreading of sloping ground. Recent research at Cambridge forms the backbone of this book with the design methodologies being developed directly based on quantified centrifuge test results and numerical analysis.The book provides designers and practicing civil engineers with a sound knowledge of pile behaviour in liquefiable soils and easy-to-use methods to design pile foundations in seismic regions. For graduate students and researchers, it brings together the latest research findings on pile foundations in a way that is relevant to geotechnical practice.
This book presents computational tools and design principles for piles used in a wide range of applications and for different loading conditions.
The "Red Book" presents a background to conventional foundation analysis and design.
System dynamics and long-term behaviour of railway vehicles, Track and subgrade, Springer, Berlin, pp 337–356 Bathurst RJ, Raymond GP (1987) Geogrid reinforcement of ballasted track. Transportation Research Record 1153, ...
Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, (ICEGE 2019), June 17-20, 2019, Rome, ... World Housing Congress, Terrangganu, Malaysia. ... Building damage associated with geotechnical problems.
This book presents the selected peer-reviewed proceedings of the International Conference on Recent Trends and Innovations in Civil Engineering (ICRTICE 2019).
Goh, S.H., (2001), Soil-pile interaction during liquefaction-induced lateral spread, PhD Dissertation, Cornell University, ... Madabhushi, S.P.G., Knappett, J.A. and Haigh, S.K., (2009), Design of Pile Foundations in Liquefiable Soils.
Seismic Design of Foundations: Concepts and Applications
Pile foundations are extensively used to support the high-rise structures when the top soil is weak and results in ... However, this code does not provide detailed guidelines for seismic design of pile foundation in liquefiable soil.
This book presents select peer-reviewed papers presented at the International Conference on Numerical Optimization in Engineering and Sciences (NOIEAS) 2019.
Experiences from past earthquakes have shown that lateral spreading associated with liquefaction of cohesionless soils can be a cause of severe damage to bridge foundations.