Finite Deformation Dynamic Analysis And Constitutive Modeling Of Non Cohesive Soils For Liquefaction Problems
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Soil Dynamics and Liquefaction
Author | : A. S. Cakmak |
Publisher | : Elsevier Publishing Company |
Total Pages | : 396 |
Release | : 1987 |
Genre | : Technology & Engineering |
ISBN | : |
Despite advances in the field of geotechnical earthquake engineering, earthquakes continue to cause loss of life and property in one part of the world or another. The Third International Conference on Soil Dynamics and Earthquake Engineering, Princeton University, Princeton, New Jersey, USA, 22nd to 24th June 1987, provided an opportunity for participants from all over the world to share their expertise to enhance the role of mechanics and other disciplines as they relate to earthquake engineering. The edited proceedings of the conference are published in four volumes. This volume covers: Constitutive Relations in Soil Dynamics, Liquefaction of Soils, and Experimental Soil Dynamics. With its companion volumes, it is hoped that it will contribute to the further development of techniques, methods and innovative approaches in soil dynamics and earthquake engineering.
Practice of Constitutive Modelling for Saturated Soils
Author | : Zhen-Yu Yin |
Publisher | : Springer Nature |
Total Pages | : 417 |
Release | : 2020-09-11 |
Genre | : Science |
ISBN | : 9811563071 |
This book describes the development of a constitutive modeling platform for soil testing, which is one of the key components in geomechanics and geotechnics. It discusses the fundamentals of the constitutive modeling of soils and illustrates the use of these models to simulate various laboratory tests. To help readers understand the fundamentals and modeling of soil behaviors, it first introduces the general stress–strain relationship of soils and the principles and modeling approaches of various laboratory tests, before examining the ideas and formulations of constitutive models of soils. Moving on to the application of constitutive models, it presents a modeling platform with a practical, simple interface, which includes various kinds of tests and constitutive models ranging from clay to sand, that is used for simulating most kinds of laboratory tests. The book is intended for undergraduate and graduate-level teaching in soil mechanics and geotechnical engineering and other related engineering specialties. Thanks to the inclusion of real-world applications, it is also of use to industry practitioners, opening the door to advanced courses on modeling within the industrial engineering and operations research fields.
Third International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics [proceedings]
Author | : Shamsher Prakash |
Publisher | : |
Total Pages | : 550 |
Release | : 1995 |
Genre | : Technology & Engineering |
ISBN | : |
Soil Constitutive Models
Author | : Jerry A. Yamamuro |
Publisher | : Amer Society of Civil Engineers |
Total Pages | : 497 |
Release | : 2005-01 |
Genre | : Technology & Engineering |
ISBN | : 9780784407714 |
GSP 128 contains papers by 19 prominent constitutive modelers presented at the Geo-Frontier Conference, held in Austin, Texas, January 24-26, 2005.
Constitutive Modeling of Soils and Rocks
Author | : Pierre-Yves Hicher |
Publisher | : John Wiley & Sons |
Total Pages | : 340 |
Release | : 2013-03-01 |
Genre | : Technology & Engineering |
ISBN | : 1118621492 |
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.
Consolidation Analyses of Soils
Author | : Jian-Hua Yin |
Publisher | : CRC Press |
Total Pages | : 342 |
Release | : 2020-12-28 |
Genre | : Technology & Engineering |
ISBN | : 100030020X |
When stresses are applied to saturated soil, deformation will occur as water in voids is squeezed out. Consolidation Analyses of Soils focuses on the consolidation of fully saturated soils. The book follows a classic approach by beginning with one-dimensional constitutive relations of soils and one-dimensional consolidation. It then moves on to analytical solutions to several one-dimensional consolidation problems and one-dimensional finite strain consolidation. The authors also present a finite element method for consolidation analysis of one-dimensional problems, analytical solutions to consolidation of soil with vertical drains, and a finite difference method for consolidation analysis of one-dimensional problems. Simplified methods for consolidation analysis of soils exhibiting creep are introduced and applied to different cases. Three-dimensional consolidation equations and solutions of typical three-dimensional consolidation problems are covered, as well as simplified finite element consolidation analysis of soils with vertical drain and finite element method for three-dimensional consolidation problems. The book is unique in that it covers both classic solutions and state-of-the-art work in consolidation analyses of soils. Authors Jian-Hua Yin is Chair Professor of Soil Mechanics in the Department of Civil and Environmental Engineering at The Hong Kong Polytechnic University. Guofu Zhu is a Professor in the Department of Engineering Structures and Mechanics at Wuhan University of Technology, China.
Fundamental Properties of Soils for Complex Dynamic Loadings. Development of a Three Invariant Constitutive Model
Author | : Douglas Hall Merkle |
Publisher | : |
Total Pages | : 104 |
Release | : 1985 |
Genre | : |
ISBN | : |
This study sought to develop a general soil stress-strain model which can be used to solve a wide range of soil dynamics problems. The approach used was to review existing soil constitutive models used to predict the response of soil masses to complex dynamic loads, and then formulate a new model for that purpose. Eight existing soil dynamic stress-strain models were studied. The Lade model was selected as the best point of departure for developing a new soil stress-strain model for complex dynamic loading, because of its accuracy and flexibility in representing soil stress-strain behavior, ease of parameter determination, and ease of developing intuition for parameter physical significance and accuracy. The new conic model is so called because its principal mathematical surfaces are conic sections. The computer code used to exercise all nine soil constitutive models under eleven stress and strain paths is called the Soil Element Model (SEM). It can be incorporated in large finite difference or finite element codes for analyzing the response of soil masses to complex dynamic loads. The conic model performs well over a wide range of loading conditions. The parameters are determined in a straightforward manner, and the model reflects the influence of the intermediate principal stress on shear strength through a shear failure surface involving three independent stress invariants: the first total stress invariant and the second and third deviator stress invariants. The conic model also exhibits dilatancy, generates only positive plastic work, and has a provision for strain softening in shear.