
Constitutive Modeling of Soils and Rocks
P-Y Hicher(Author)
Wiley (Publisher)
Published on 29. May 2008
Software
Other digital
448 pages
978-0-470-61108-1 (ISBN)
Description
This title provides a comprehensive overview of elastoplasticity relating to soil and rocks. Following a general outline of the models of behavior and their internal structure, each chapter develops a different area of this subject relating to the author's particular expertise. The first half of the book concentrates on the elastoplasticity of soft soils and rocks, while the second half examines that of hard soils and rocks.
More details
Language
English
Place of publication
Hoboken
United Kingdom
Publishing group
John Wiley and Sons Ltd
Target group
Professional and scholarly
Dimensions
Height: 250 mm
Width: 150 mm
Thickness: 15 mm
Weight
666 gr
ISBN-13
978-0-470-61108-1 (9780470611081)
Copyright in bibliographic data and cover images is held by Nielsen Book Services Limited or by the publishers or by their respective licensors: all rights reserved.
Schweitzer Classification
Other editions
Additional editions

Pierre-Yves Hicher | Jian-Fu Shao
Constitutive Modeling of Soils and Rocks
E-Book
03/2013
Wiley-ISTE
€248.99
Available for download
Person
Pierre-Yves Hicher lectures at L'Ecole Centrale, Nantes, France. Jian-Fu Shao is a Professor at the University of Science and Technology, Lille, France.
Content
Chapter 1. The major classes of constitutive relations (F. Darve). Chapter 2. Stress-strain relationship of soils (J. Biarez and P.-Y. Hicher). Chapter 3. Elastoplastic models for soils: monotonic loading (P. Mestat). Chapter 4. Elastoplastic models for soils: cyclic loading (B. Cambou and P.-Y. Hicher). Chapter 5. Plastic behavior of porous rocks (J.F. Shao and S. Homand). Chapter 6. Incremental constitutive relations for soils (R. Chambon, F. Darve and F. Laouafa). Chapter 7. Viscoplastic behavior of soils (P.-Y. Hicher and I. Shahrour). Chapter 8. Modeling damage in rock materials (A. Dragon). Chapter 9. Change of scale and damage modeling due to mesofissuring in rocks (D. Kondo, F. Homand and D. Hoxha). Chapter 10. Poromechanical behavior of saturated rocks (J.F. Shao and A. Giraud). Chapter 11. Methods in parameter identification (P.-Y. Hicher and J.F. Shao). List of Authors. Index.