EBookClubs

Read Books & Download eBooks Full Online

EBookClubs

Read Books & Download eBooks Full Online

Book Stress strain and Strength Characteristics of a Low Plasticity Clay

Download or read book Stress strain and Strength Characteristics of a Low Plasticity Clay written by Antonio Gens and published by . This book was released on 1982 with total page 1712 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Advances in Geotechnical Engineering

Download or read book Advances in Geotechnical Engineering written by R. J. Jardine and published by Thomas Telford. This book was released on 2004 with total page 708 pages. Available in PDF, EPUB and Kindle. Book excerpt: The main body of the first volume is taken up by five major keynote papers written by a team of international experts, that survey the enormous advances that have taken place in geotechnical engineering since Skempton's pioneering early work. The second volume contains more than 80 articles that report recent research and advances in practice from around the world. The papers focus on the broad range of geotechnical issues, that most interested Professor Skempton, and are grouped under the headings of: - Soil behaviour, characterisation and modelling - Foundations - Slopes and embankments - Ground performance - The influence of geology on civil engineering.

Book Strength of Highly Plastic Clays

Download or read book Strength of Highly Plastic Clays written by Arthur Casagrande and published by . This book was released on 1959 with total page 40 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Stress strain Characterisation of Seebodenlehm

Download or read book Stress strain Characterisation of Seebodenlehm written by Jolanda Luisa Trausch-Giudici and published by vdf Hochschulverlag AG. This book was released on 2005 with total page 250 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Soil Behaviour and Critical State Soil Mechanics

Download or read book Soil Behaviour and Critical State Soil Mechanics written by David Muir Wood and published by Cambridge University Press. This book was released on 1991-04-26 with total page 492 pages. Available in PDF, EPUB and Kindle. Book excerpt: Soils can rarely be described as ideally elastic or perfectly plastic and yet simple elastic and plastic models form the basis for the most traditional geotechnical engineering calculations. With the advent of cheap powerful computers the possibility of performing analyses based on more realistic models has become widely available. One of the aims of this book is to describe the basic ingredients of a family of simple elastic-plastic models of soil behaviour and to demonstrate how such models can be used in numerical analyses. Such numerical analyses are often regarded as mysterious black boxes but a proper appreciation of their worth requires an understanding of the numerical models on which they are based. Though the models on which this book concentrates are simple, understanding of these will indicate the ways in which more sophisticated models will perform.

Book Unsaturated Soil Mechanics

Download or read book Unsaturated Soil Mechanics written by Ning Lu and published by John Wiley & Sons. This book was released on 2004-05-20 with total page 614 pages. Available in PDF, EPUB and Kindle. Book excerpt: Unsaturated Soil Mechanics is the first book to provide a comprehensive introduction to the fundamental principles of unsaturated soil mechanics. * Offers extensive sample problems with an accompanying solutions manual. * Brings together the rapid advances in research in unsaturated soil mechanics in one focused volume. * Covers advances in effective stress and suction and hydraulic conductivity measurement.

Book Non linearity and Small Strain Behaviour in Lacustrine Clay

Download or read book Non linearity and Small Strain Behaviour in Lacustrine Clay written by Sophie Messerklinger and published by vdf Hochschulverlag AG. This book was released on 2006 with total page 480 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Stress strain and Strength Characteristics of Clay During Post cyclic Monotonic Loading microform

Download or read book Stress strain and Strength Characteristics of Clay During Post cyclic Monotonic Loading microform written by Hendra Jitno and published by National Library of Canada = Bibliothèque nationale du Canada. This book was released on 1990 with total page 232 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Characterisation and Engineering Properties of Natural Soils

Download or read book Characterisation and Engineering Properties of Natural Soils written by T. S. Tan and published by CRC Press. This book was released on 2003 with total page 836 pages. Available in PDF, EPUB and Kindle. Book excerpt: This first volume of a specialty 2-volume work contains 34 papers pertaining to the natural behaviour of diverse geomaterials found in different parts of the world. Each paper is organized along the outline: location and distribution, engineering geology, composition, state and index properties, structure, engineering properties, quality / reliability of data with reference to methods of sampling and testing, and relation to engineering problems. This extensive body of collated knowledge is integrated by three overview papers covering engineering geology, mechanical behaviour and engineering implications. Topics: Overview papers; Marine clays; Eastuarine Clays; Lacustrine clays; Stiff clays; Sands and other cohesionless soils; Residual and other tropical Soils; Weak rock.

Book Landslides in Sensitive Clays

Download or read book Landslides in Sensitive Clays written by Vikas Thakur and published by Springer. This book was released on 2017-05-23 with total page 593 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book gathers the most recent scientific research on the geological, geotechnical and geophysical aspects of slope failure in sensitive clays. Gathering contributions by international experts, it focuses on understanding the complete and practical spectrum of challenges presented by landslides in such complex materials. Based on sound and validated research results, the book also presents several recommendations that could be implemented in the guidelines or code-of-practice. These recommendations cover topics including the characterization and behavior of sensitive clays; the pre-failure, failure and post-failure stages of sensitive clays; mapping and identification methods; climate change; hazard assessment; and risk management. Sensitive clays are known for their potential for causing large landslides, which pose a serious risk to human lives, infrastructure, and surrounding ecosystems within their reach. This has been demonstrated by the recent catastrophic landslides in e.g. Sørum (2016), Skjeggestad (2015), Statland (2014), Byneset (2012), St-Jude (2010), Lyngen (2010) and Kattmarka (2009). The 2015 collapse of the Skjeggestad Bridge in Norway – which was due to a landslide in sensitive clay – alone costs millions of dollars in repairs. Recently, efforts are being made to increase society’s ability to cope with such landslide hazards. Geoscientists are now expected to provide input to the agencies responsible for landslide-risk preparedness. In other words, geoscientists’ role is not only to act as technologists to establish new theories, but also to go the extra mile to implement them in practice, so as to find meaningful solutions to geotechnical problems.

Book The Geotechnics of Hard Soils soft Rocks

Download or read book The Geotechnics of Hard Soils soft Rocks written by Aldo Evangelista and published by Taylor & Francis US. This book was released on 1998 with total page 608 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Modern Issues in Non Saturated Soils

Download or read book Modern Issues in Non Saturated Soils written by A. Gens and published by Springer. This book was released on 2014-05-04 with total page 504 pages. Available in PDF, EPUB and Kindle. Book excerpt: Coupling phenomena in non-saturated soils are fast becoming a headache for at least one of the following reasons: the large number of equations and unknowns, the complex T.H.M. behaviour of the soils, the sophisticated instrumentation required and/or the numerical instability encountered. If this is precisely your headache, read about the problem - and solutions to it - in "Modern Issues in Non-Saturated Soils”.