Abstract

During the last ten years, our understanding of the perfect plasticity and the associated flow rule assumption on which limit analysis is based has increased considerably. Many extensions and advances have been made in applications of limit analysis to the area of soil dynamics, in particular, to earthquake-induced slope failure and landslide problems and to earthquake-induced lateral earth pressures on rigid retaining structures. The purpose of the book therefore is in part to discuss the validity of the upper bound work (or energy) method of limit analysis in a form that can be appreciated by a practicing soil engineer, and in part to provide a compact and up-to-date summary of recent advances in the applications of limit analysis to earthquake-induced stability problems in soil mechanics.
Limit Analysis in Soil Mechanics is an up-to-date treatment of the subject matter with an extensive list of references at the end of each chapter. The text is well illustrated with figures and incorporates some of the latest research conducted at Purdue University in the area of soil plasticity and finite element analysis. The book emphasizes the practical applications of limit analysis and should serve as a useful and essential reference in soil mechanics.
Bulletin of the Association of Engineering Geologists