A Short Course in Foundation Engineering discusses methods for predicting the failure loads, and the deformations at working loads, of piled and non-piled foundations. The first chapter covers the definition, principle, and computation of effective stress. Chapter 2 discusses the nature and measurement of shear stress. Chapter 3 deals with the concerns in immediate settlements, such as elastic stress distributions, heave of excavations, and estimates of undrained modulus. Chapter 4 tackles the bearing capacity of footings, while Chapter 5 talks about settlement analysis. The last chapter covers piled foundations. The book will be of great use to civil engineers who wish to have a better understanding of foundation engineering.
This work comprehensively treats soil & rock slope engineering in one volume. It focuses on getting the fundamentals right, explaining simple methods of stability analysis, and applying them to a wide range of practical applications.
Folded card: Identification and description of soils; and, Identification and description of rocks / designed by Environmental Services Group Limited 2007 in accordance with BS EN ISO 14689-1 and BS EN ISO 14688-1 respectively; and designed to be taken into the field during the walk-over survey.
Learn the basics of soil mechanics and foundation engineering This hands-on guide shows, step by step, how soil mechanics principles can be applied to solve geotechnical and foundation engineering problems. Presented in a straightforward, engaging style by an experienced PE, Soil Mechanics and Foundation Engineering: Fundamentals and Applications starts with the basics, assuming no prior knowledge, and gradually proceeds to more advanced topics. You will get rich illustrations, worked-out examples, and real-world case studies that help you absorb the critical points in a short time. Coverage includes: Phase relations Soil classification Compaction Effective stresses Permeability and seepage Vertical stresses under loaded areas Consolidation Shear strength Lateral earth pressures Site investigation Shallow and deep foundations Earth retaining structures Slope stability Reliability-based design
Foundation Engineering is of prime importance to undergraduate and postgraduate students of civil engineering as well as to practising engineers. For, there is no construction - be it buildings (government, commercial and residential), bridges, highways, or dams - that does not draw from the principles and application of this subject. Unlike many textbooks on Geotechnical Engineering that deal with both Soil Mechanics and Foundation Engineering, this text gives an exclusive treatment and an indepth analysis of Foundation Engineering. What distinguishes the text is that it not merely equips the students with the necessary knowledge for the course and examination, but provides a solid foundation for further practice in their profession later. In addition, as the book is based on the Codes prescribed by the Bureau of Indian Standards, students of Indian universities will find it particularly useful. The author is specialized in both Soil Mechanics and Structural Engineering; he studied Soil Mechanics under the guidance of Prof. Terzaghi and Prof. Casagrande of Harvard University - the pioneers of the subject. Similarly, he studied Structural Engineering under Prof. A.L.L. Baker of Imperial College, London, the pioneer of Limit State Design. These specializations coupled with over 50 years of teaching experience of the author make this text authoritative and exhaustive. Intended as a text for undergraduate (Civil Engineering) and postgraduate (Geotechnical Engineering and Structural Engineering) students, the book would also be found highly useful to practising engineers and young academics teaching the course.
This volume contains papers and reports from the Conference held in Romania, June 2000. The book covers many topics, for example, place, role and content of geotechnical engineering in civil, environmental and earthquake engineering.
The aim of the symposium was to provide a plenum for the exchange of ideas and experience of the key approaches, modelling and measurement for geotechnical engineering.
Covering a broad range of topics (curricular matters in geo-engineering education, teaching; learning and assessment in geo-engineering education; challenges in geotechnical engineering education; issues in education and training in Engineering Geology; the link university -professional world in geo-engineering, this book will be invaluable to university teachers, academics and professionals involved in education and training in geo-engineering sciences.
One of the core roles of a practising geotechnical engineer is to analyse and design foundations. This textbook for advanced undergraduates and graduate students covers the analysis, design and construction of shallow and deep foundations and retaining structures as well as the stability analysis and mitigation of slopes. It progressively introduces critical state soil mechanics and plasticity theories such as plastic limit analysis and cavity expansion theories before leading into the theories of foundation, lateral earth pressure and slope stability analysis. On the engineering side, the book introduces construction and testing methods used in current practice. Throughout it emphasizes the connection between theory and practice. It prepares readers for the more sophisticated non-linear elastic-plastic analysis in foundation engineering which is commonly used in engineering practice, and serves too as a reference book for practising engineers. A companion website provides a series of Excel spreadsheet programs to cover all examples included in the book, and PowerPoint lecture slides and a solutions manual for lecturers. Using Excel, the relationships between the input parameters and the design and analysis results can be seen. Numerical values of complex equations can be calculated quickly. non-linearity and optimization can be brought in more easily to employ functioned numerical methods. And sophisticated methods can be seen in practice, such as p-y curve for laterally loaded piles and flexible retaining structures, and methods of slices for slope stability analysis.
