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Book Analysis of the Behavior of Reinforced Embankments on Weak Foundations

Download or read book Analysis of the Behavior of Reinforced Embankments on Weak Foundations written by Bak Kong Low and published by . This book was released on 1985 with total page 586 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Analysis and Design of Reinforced Embankments on Soft weak Foundations

Download or read book Analysis and Design of Reinforced Embankments on Soft weak Foundations written by R. K. Rowe and published by . This book was released on 1991 with total page 80 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book GEOT 11 91  Analysis and Design of Reinforced Embankments on Soft weak Foundations  R  Kerry Rowe  Brian L J  Mylleville

Download or read book GEOT 11 91 Analysis and Design of Reinforced Embankments on Soft weak Foundations R Kerry Rowe Brian L J Mylleville written by University of Western Ontario. Faculty of Engineering Science. Geotechnical Research Centre and published by . This book was released on 1991 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Analysis of Reinforced Embankments and Foundations Overlying Soft Soils

Download or read book Analysis of Reinforced Embankments and Foundations Overlying Soft Soils written by Vernon Ray Schaefer and published by . This book was released on 1987 with total page 844 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Behaviour of Heavily Reinforced Embankments on Soft Foundations

Download or read book Behaviour of Heavily Reinforced Embankments on Soft Foundations written by Brian Lucien Joseph Mylleville and published by . This book was released on 1991 with total page 622 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Soil Strength and Slope Stability

Download or read book Soil Strength and Slope Stability written by J. Michael Duncan and published by John Wiley & Sons. This book was released on 2014-09-22 with total page 336 pages. Available in PDF, EPUB and Kindle. Book excerpt: The definitive guide to the critical issue of slope stability and safety Soil Strength and Slope Stability, Second Edition presents the latest thinking and techniques in the assessment of natural and man-made slopes, and the factors that cause them to survive or crumble. Using clear, concise language and practical examples, the book explains the practical aspects of geotechnical engineering as applied to slopes and embankments. The new second edition includes a thorough discussion on the use of analysis software, providing the background to understand what the software is doing, along with several methods of manual analysis that allow readers to verify software results. The book also includes a new case study about Hurricane Katrina failures at 17th Street and London Avenue Canal, plus additional case studies that frame the principles and techniques described. Slope stability is a critical element of geotechnical engineering, involved in virtually every civil engineering project, especially highway development. Soil Strength and Slope Stability fills the gap in industry literature by providing practical information on the subject without including extraneous theory that may distract from the application. This balanced approach provides clear guidance for professionals in the field, while remaining comprehensive enough for use as a graduate-level text. Topics include: Mechanics of soil and limit equilibrium procedures Analyzing slope stability, rapid drawdown, and partial consolidation Safety, reliability, and stability analyses Reinforced slopes, stabilization, and repair The book also describes examples and causes of slope failure and stability conditions for analysis, and includes an appendix of slope stability charts. Given how vital slope stability is to public safety, a comprehensive resource for analysis and practical action is a valuable tool. Soil Strength and Slope Stability is the definitive guide to the subject, proving useful both in the classroom and in the field.

Book The Analysis of Steel Reinforced Embankments on Soft Clay Foundations

Download or read book The Analysis of Steel Reinforced Embankments on Soft Clay Foundations written by B. L. J. Mylleville and published by London : Geotechnical Research Centre, University of Western Ontario. This book was released on 1987 with total page 12 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Effectiveness of Geogrid and Geotextiles in Embankment Reinforcement

Download or read book Effectiveness of Geogrid and Geotextiles in Embankment Reinforcement written by Tzong H. Wu and published by . This book was released on 1988 with total page 90 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Finite Element Analysis of Embankments on Weak Clay Foundations

Download or read book Finite Element Analysis of Embankments on Weak Clay Foundations written by Christian Pierre Mortgat and published by . This book was released on 1976 with total page 288 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Dissertation Abstracts International

Download or read book Dissertation Abstracts International written by and published by . This book was released on 2002 with total page 656 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book An Experimental and Analytical Study of Reinforced Earth Embankments

Download or read book An Experimental and Analytical Study of Reinforced Earth Embankments written by David Richard Guest and published by . This book was released on 1989 with total page 562 pages. Available in PDF, EPUB and Kindle. Book excerpt: This thesis reports a theoretical and experimental study of the behaviour of reinforced earth embankments on soft clay foundations. Previous work on the analysis, design and modelling of reinforced earth is reviewed. Attention is drawn to limit equilibrium slip circle analysis, which is commonly used for the design of reinforced earth embankments, and the problems associated with its use are explained. -- As an alternative design method plasticity analysis provides an acceptable stress discontinuity field for this situation, and allows the calculation of a lower bound to the bearing capacity of the foundation. A rupture mechanism is postulated on the basis of the stress field and the resulting pattern of displacements is developed. -- A series of reinforced and unreinforced model tests were performed in which sand embankments, founded on layers of soft kaolin (of different thickness), were surcharge loaded to collapse. The foundation deformation fields were measured using a radiographic technique. Collapse loads and reinforcement load distributions were also recorded. These experimental tests were mathematically modelled using the CRISP finite element program, and an investigation into the effect of the reinforcement stiffness on the composite behaviour of the model was carried out. Data from a full scale instrumented embankment is also presented. -- A comparison between the theoretically predicted collapse fields of deformation in the foundation and those measured experimentally is made, and the suitability of applying plasticity theory to the design of reinforced embankments is discussed. The influence of foundation depth and reinforcement stiffness on the bearing capacity of the clay layer, and the loads measured in the reinforcement, is noted and explained in the context of the theoretical plasticity approach.

Book Canadian Geotechnical Journal

Download or read book Canadian Geotechnical Journal written by and published by . This book was released on 2009 with total page 788 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Treatment of Problem Foundations for Highway Embankments

Download or read book Treatment of Problem Foundations for Highway Embankments written by Robert D. Holtz and published by Transportation Research Board National Research. This book was released on 1989 with total page 82 pages. Available in PDF, EPUB and Kindle. Book excerpt: This synthesis will be of interest to geotechnical engineers, highway designers, construction engineers, planners, and others interested in constructing or widening highway embankments on problem foundations. Information is presented on site investigation and testing and on the various construction alternatives that are available when a highway must cross a problem foundation site. Construction over problem soil areas requires extensive site investigations and comparative design analyses to evaluate alternatives. This report of the Transportation Research Board updates and expands synthesis 29, which was published in 1973. It discusses the treatments and construction procedures that can be used to construct highway embankments over areas of soil that would otherwise not support such embankments. It describes site investigations, design analyses, and the kinds of treatments currently being used, including where they are applicable and the advantages and disadvantages of each.

Book Time Dependent Behaviour of Reinforced Embankments on Soft Foundations

Download or read book Time Dependent Behaviour of Reinforced Embankments on Soft Foundations written by and published by . This book was released on 2001 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Behavior and Stability Analysis of Geogrid reinforced Embankments

Download or read book Behavior and Stability Analysis of Geogrid reinforced Embankments written by Hiroshi Abe and published by . This book was released on 1991 with total page 24 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Geotechnics of Soft Soils  Focus on Ground Improvement

Download or read book Geotechnics of Soft Soils Focus on Ground Improvement written by Minna Karstunen and published by CRC Press. This book was released on 2008-08-25 with total page 458 pages. Available in PDF, EPUB and Kindle. Book excerpt: Natural soft soils are very complex materials. As construction activities increasingly take place in poor ground conditions, ground improvement is often required. However, design practices for ground improvement were for long at best crude and conservative, and at worst unsafe. Although new construction and field observation techniques have been de