Book Volume 1
Preface
Page: i-ii (2)
Author: Y.M. Cheng, H. Wong, C.J. Leo and C.K. Lau
DOI: 10.2174/9781681083032116010001
Introduction
Page: 3-11 (9)
Author: Y.M. Cheng, H. Wong, C.J. Leo and C.K. Lau
DOI: 10.2174/9781681083032116010002
PDF Price: $30
Abstract
Stability analysis has always been a critical issue in geotechnical engineering. Many of the design works by engineers are actually based on the ultimate condition which can be assessed without the need of the initial condition and sophisticated constitutive models. A brief introduction about the stability analysis will be given in this chapter.
Upper and Lower Bound Approaches
Page: 12-69 (58)
Author: Y.M. Cheng, H. Wong, C.J. Leo and C.K. Lau
DOI: 10.2174/9781681083032116010003
PDF Price: $30
Abstract
In this chapter, the basic theory about the lower and upper approaches will be introduced. These approaches will then be applied to various types of problems, and the applicability of the lower and upper bound approaches will be illustrated through many types of problems, for which analytical/rigorous solutions are available.
Slip Line, Limit Equilibrium and Limit Analysis Methods
Page: 70-182 (113)
Author: Y.M. Cheng, H. Wong, C.J. Leo and C.K. Lau
DOI: 10.2174/9781681083032116010004
PDF Price: $30
Abstract
In this chapter, three major stability analysis methods are introduced. Each method will be discussed with many recent findings discussed. Based on the slip line method and extremum limit equilibrium method, the classical slope stability, lateral earth pressure and bearing capacity problems are unified under one formulation. A Fortran code is also provided for the lateral earth pressure analysis based on the limit analysis approach, and this code will be useful to many readers.
Numerical Methods – Finite Element and Distinct Element Methods
Page: 183-263 (81)
Author: Y.M. Cheng, H. Wong, C.J. Leo and C.K. Lau
DOI: 10.2174/9781681083032116010005
PDF Price: $30
Abstract
In this chapter, the basic theory about the two most important numerical methods in stability analysis are introduced. After that, these two methods are applied to different cases, and some laboratory tests are also used for comparison. In general, it is found that both methods are useful, and each method has its own merits and limitations.
Numerical Techniques for Solution of Stability Problems
Page: 264-309 (46)
Author: Y.M. Cheng, H. Wong, C.J. Leo and C.K. Lau
DOI: 10.2174/9781681083032116010006
PDF Price: $30
Abstract
Analytical solutions to most of the geotechnical problems are not available unless the geometry under consideration is highly simplified. For practical purposes, numerical method is indispensable. In this chapter, the numerical methods for some of the stability methods as discussed in previous chapters are elaborated.
Applications of Plasticity Theory and Limit Analysis to the Bearing Capacity of Shallow Foundations
Page: 310-391 (82)
Author: Y.M. Cheng, H. Wong, C.J. Leo and C.K. Lau
DOI: 10.2174/9781681083032116010007
PDF Price: $30
Abstract
In this chapter, the plasticity theory (slip line analysis) and limit analysis will be applied to the bearing capacity problems for illustration. Through these applications, the readers will be able to strengthen their understanding on the various types of stability analysis methods.
Subject Index
Page: 392-401 (10)
Author: Y.M. Cheng, H. Wong, C.J. Leo and C.K. Lau
DOI: 10.2174/9781681083032116010008
Introduction
Stability of Geotechnical Structures: Theoretical and Numerical Analysis is a comprehensive introduction to the theory and applications of soil mechanics in structural stability. Chapters explain different mathematical methods to calculate structural stability metrics. Topics covered in the book include upper and lower bound methods, kinematic methods, slip line methods, limit analysis, limit equilibrium, and element methods. Additionally, fundamental principles in plasticity formulation are discussed in sufficient details, and sample computer programs are included to aid the readers in learning the presented theoretical material. The book also features worked examples for easy understanding. Theoretical material in the book is based on actual research conducted by the authors, with additional literature reviews and discussions about important topics in geotechnical engineering. Stability of Geotechnical Structures: Theoretical and Numerical Analysis is suitable for students undertaking advanced foundation or geotechnical engineering courses at undergraduate or postgraduate levels. Frontiers in Civil Engineering brings scholarly references on all topics related to civil engineering to the fore. Each volume presents thematic information on theoretical frameworks and practical applications in the field, including (but not limited to) soil and rock mechanics, flood control, road and railway engineering, and the construction of large buildings, bridges and dams. The series aims to compile and present useful information in the form of handbooks and monographs for students involved in technical courses in addition to providing updated references for professional engineers about the latest trends in civil engineering.