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 and Rheological Approach in Soil Mechanics
The concluding chapter examines elastic-plastic soil and elastic-plastic-fracture models for concrete materials. This book is an ideal resource text to geotechnical engineers and soil mechanics researchers.
This book is a personal anthology of the author's utmost academic works and accomplishments with his former students and colleagues intended as an enduring record for the engineering community for many years to come.The author's forty-year ...
On the other hand, the consideration of the flow rule and of the kinematic relations has permitted to construct the velocity fields corresponding to the limit stress fields of soils considered as rigid~plastic media; so, for statically ...
In: 9th conference proceedings on soil mechanics and geotechnical engineering. Tsinghua University Press, Beijing, pp 343–346 4. Huang CZ (2006) Verification of the theorem of the limit analysis of the soil mass and the generalized flow ...
Primarily designed as a supplement to Soil Mechanics: Basic Concepts and Engineering Applications, this book can be used by students as an independent problem-solving text, since there are no specific references to any equations or figures ...
The first volume covers the theory and the second volume covers the applications of the subject. The work examines popular constitutive models, numerical techniques and case studies.
J. Michael Duncan, Stephen G. Wright, Thomas L. Brandon. Low, B. K., Gilbert, R. B., and Wright, ... Lunne, T., Berre, T., Andersen, K. H., Strandvik, S., and Sjursen, M. (2006). ... Mitchell, J. K., Seed, R. B., and Seed, H. B. (1990).
CHAPTER 8 Lateral Earth Pressure and Retaining Walls 8.1 . INTRODUCTION A retaining wall is a structure that supports a vertical or near vertical face of soil and is used to facilitate a major change in the ground surface level .
On the engineering side, the book introduces construction and testing methods used in current practice. Throughout it emphasizes the connection between theory and practice.