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Behaviour Of Reinforced Embankments On Soft Clay
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Book Synopsis Behaviour of Reinforced Embankments on Soft Clay by : Jitendrapal Sharma
Download or read book Behaviour of Reinforced Embankments on Soft Clay written by Jitendrapal Sharma and published by . This book was released on 1994 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Embankments on Soft Clay by : S. Leroueil
Download or read book Embankments on Soft Clay written by S. Leroueil and published by . This book was released on 1990 with total page 368 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Behaviour of Reinforced and Unreinforced Embankments on Rate Sensitive Clayey Foundations by : Sean Douglas Hinchberger
Download or read book The Behaviour of Reinforced and Unreinforced Embankments on Rate Sensitive Clayey Foundations written by Sean Douglas Hinchberger and published by . This book was released on 1996 with total page 537 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Geotextiles, Geomembranes, and Related Products: Steep slopes and walls. Embankments on soft soil. Roads and railroads. Filtration and drainage. Erosion control by : G. den Hoedt
Download or read book Geotextiles, Geomembranes, and Related Products: Steep slopes and walls. Embankments on soft soil. Roads and railroads. Filtration and drainage. Erosion control written by G. den Hoedt and published by CRC Press. This book was released on 1990 with total page 439 pages. Available in PDF, EPUB and Kindle. Book excerpt: First published in 1990. Routledge is an imprint of Taylor & Francis, an informa company.
Book Synopsis Design and Performance of Embankments on Very Soft Soils by : Márcio de Souza S. Almeida
Download or read book Design and Performance of Embankments on Very Soft Soils written by Márcio de Souza S. Almeida and published by CRC Press. This book was released on 2013-09-03 with total page 230 pages. Available in PDF, EPUB and Kindle. Book excerpt: Embankment construction projects on very soft soil often give rise to serious problems. This volume on geotechnics and soft soil engineering therefore treats all phases of the design and construction process exhaustively, from the first investigation step to the monitoring of constructed work. The book presents the development concepts necessary for the project stages and discusses in great detail construction methods, displacement estimations, stability analyses, monitoring, and various other aspects involved. Extensive attention is furthermore paid to the application of geosynthetics as a tool to improve the stability of soft soils and embankments. Including various tables and practical data for many geographical areas in the world, this reference volume is essential reading for engineers and researchers in geotechnical engineering, construction, and related disciplines.
Book Synopsis Performance of Reinforced Soil Structures by : Alan McGown
Download or read book Performance of Reinforced Soil Structures written by Alan McGown and published by Thomas Telford. This book was released on 1991 with total page 628 pages. Available in PDF, EPUB and Kindle. Book excerpt: The following is just a selection of the contents - Theory and design related to the performance of reinforced soil structures - A study of the influence of soil on the reinforcement load in polymer grid reinforced soil structures - Cellular retaining walls reinforced by geosynthetics:behaviour and design - The results of pull out tests caried out in PFA on a reinforced and unreinforced soil walls - In-situ techniques of reinforced soil - Design and field test on reinforced cut slope - Reinforcing a sand slope surrorting a footing using steel bars - Discussion of papers in session 4 - Effect of reinforcement in embankment - Session Summary
Book Synopsis Landmarks in Earth Reinforcement by : H. Ochiai
Download or read book Landmarks in Earth Reinforcement written by H. Ochiai and published by CRC Press. This book was released on 2001-01-01 with total page 420 pages. Available in PDF, EPUB and Kindle. Book excerpt: Earth reinforcing techniques are increasingly becoming a useful, powerful and economical solution to various problems encountered in geotechnical engineering practice. Expansion of the experiences and knowledge in this area has succeeded in developing new techniques and their applications to geotechnical engineering problems. In order to discuss the latest experiences and knowledge, and with the purpose of spreading them all over the world for further development, the IS Kyushi conference series on the subject of earth reinforcement have been held in Fukuoka, Japan, every four years since 1988. This fourth symposium, entitled "Landmarks in Earth Reinforcement", is a continuation of the series IS Kyushu conferences, and also aims at being one of the landmarks in the progress of modern earth reinforcement practice. The first volume contains 137 papers selected for the symposium covering almost every aspect of earth reinforcement. The second volume contains texts of the special and keynote lectures.
Author :R. K. Rowe Publisher :London : Geotechnical Research Centre, University of Western Ontario ISBN 13 : Total Pages :52 pages Book Rating :4.:/5 (459 download)
Book Synopsis Behaviour of Reinforced Embankments on Soft Rate Sensitive Soils by : R. K. Rowe
Download or read book Behaviour of Reinforced Embankments on Soft Rate Sensitive Soils written by R. K. Rowe and published by London : Geotechnical Research Centre, University of Western Ontario. This book was released on 2000 with total page 52 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Stress Path Behaviour Below Embankments on Soft Clay by : David John Folkes
Download or read book Stress Path Behaviour Below Embankments on Soft Clay written by David John Folkes and published by . This book was released on 1980 with total page 438 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Design and Performance of Embankments on Very Soft Soils by : Marcio de Souza S. Almeida
Download or read book Design and Performance of Embankments on Very Soft Soils written by Marcio de Souza S. Almeida and published by CRC Press. This book was released on 2013-09-03 with total page 227 pages. Available in PDF, EPUB and Kindle. Book excerpt: Embankment construction projects on very soft soil often give rise to serious problems. This volume on geotechnics and soft soil engineering therefore treats all phases of the design and construction process exhaustively, from the first investigation step to the monitoring of constructed work. The book presents the development concepts necessary fo
Book Synopsis Serviceability-based Design Approach for Reinforced Embankments on Soft Clay by :
Download or read book Serviceability-based Design Approach for Reinforced Embankments on Soft Clay written by and published by . This book was released on 2005 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: The mechanism of soil-reinforcement interaction for a reinforced embankment on soft clay has been explored by conducting a parametric study using a coupled non-linear elastoplastic finite element program. One of the major issues in the design of a reinforced embankment on soft clay is the magnitude of tension that can be mobilized in the geosynthetic reinforcement. Previous research using geotechnical centrifuge modelling and present research using finite element modelling has confirmed that the tension mobilized in the reinforcement is only of the order of active lateral thrust in the embankment. The parametric study has revealed that the soil-reinforcement interaction mechanism depends on the ratio of embankment height to the depth of the clay layer. The embankment behaves similar to a rigid footing in case of deep clay deposit. In this case, the failure mechanism is similar to a slip circle and there is very little contribution from the clay-reinforcement interface towards the mobilization of reinforcement tension. However, if the depth of clay deposit is small, the soil-reinforcement interaction mode is similar to direct shear failure and slip surface is located close to the clay-reinforcement interface. In this case, the contribution of clay-reinforcement interface towards the tension mobilized in the reinforcement is higher and therefore, the contribution of the reinforcement towards overall stability of the embankment is greater. Based on the results of the parametric study a novel serviceability criterion is proposed that aims to limit the lateral deformation of the clay foundation at the toe of the embankment by limiting the allowable mobilized tension in the reinforcement. A simple procedure for the evaluation of the efficiency of soil-reinforcement interface for reinforced embankments on soft clays is also proposed. The validity of the proposed serviceability criterion and the design charts was successfully tested using two field case studies. Sackville t.
Book Synopsis An Experimental and Analytical Study of Reinforced Earth Embankments by : David Richard Guest
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 Synopsis New Techniques on Soft Soils by : Márcio Almeida
Download or read book New Techniques on Soft Soils written by Márcio Almeida and published by Oficina de Textos. This book was released on with total page 321 pages. Available in PDF, EPUB and Kindle. Book excerpt: New Techniques on Soft Soils is a compilation of the lectures and keynote lectures presented at the Symposium on New Techniques for Design and Construction in Soft Clays held in Guarujá, Brazil, between May 22 and 23, 2010. The book covers a wide range of updated techniques on several topics, such as site investigation, vertical drains, surcharge, piled embankment, granular piles, deep mixing, monitoring and performance.
Book Synopsis Effects of Reinforcement and Soil Viscosity on the Behaviour of Embankments Over Soft Soil by : Chalermpol Taechakumthorn
Download or read book Effects of Reinforcement and Soil Viscosity on the Behaviour of Embankments Over Soft Soil written by Chalermpol Taechakumthorn and published by . This book was released on 2011 with total page 542 pages. Available in PDF, EPUB and Kindle. Book excerpt: A verified elasto-viscoplastic finite element model is used to develop a better understanding of the performance of embankments with geosynthetic reinforcement constructed over rate-sensitive soil. The interaction between reinforcement and prefabricated vertical drains (PVDs) and their effects on time-dependent behaviour of embankments are examined. For rate-sensitive soils, the generation of creep-induced pore pressures following the end of construction is evident along the potential slip surface. As a result, the minimum factor of safety with respect to embankment stability occurs after the end of construction. The combined use of reinforcement and PVDs are shown to provide an effective means of minimizing creep-induced excess pore pressure, increasing overall stability, and decreasing deformation of the embankments. The combined effects of the viscoelastic properties of geosynthetic reinforcement (polyester, polypropylene and polyethylene) and the rate-sensitive nature of foundation soils on the performance of embankments are examined. The effect of various factors, including reinforcement type (i.e., stiffness and viscosity), soil viscosity, construction rate and allowable long-term reinforcement strain, on the time-dependent behaviour of embankments are considered. The long-term performance of reinforced embankments is investigated for different maximum allowable long-term reinforcement strains. From a series of finite element analyses, the ideal allowable reinforcement strains to minimize embankment deformation while providing optimum long-term service height of the embankment, considering the effect of soil and reinforcement viscosity, are proposed for soils similar to those examined in this study. The currently proposed design methods for embankments with creep-susceptible reinforcement over rate-sensitive soils appear to be overly conservative. This study proposes a refined approach for establishing the allowable long-term reinforcement strains that are expected to provide adequate performance while reducing the level of conservativeness of reinforced embankment design. Finally, a previously developed elasto-viscoplastic constitutive model is modified to incorporate the effect of soil structure using a state-dependent fluidity parameter and damage law. The model was evaluated against data from a well-documented case study of a reinforced test embankment constructed on a sensitive Champlain clay deposit in Saint Alban, Quebec. The benefit of basal reinforcement and the effect of reinforcement viscosity are then discussed for these types of soil deposits.
Book Synopsis Advances in Transportation Geotechnics by : Ed Ellis
Download or read book Advances in Transportation Geotechnics written by Ed Ellis and published by CRC Press. This book was released on 2008-08-01 with total page 786 pages. Available in PDF, EPUB and Kindle. Book excerpt: Highways provide the arteries of modern society. The interaction of road, rail and other transport infrastructure with the ground is unusually intimate, and thus needs to be well-understood to provide economic and reliable infrastructure for society. Challenges include not only the design of new infrastructure (often on problematic ground), but inc
Book Synopsis Challenges and Innovations in Geomechanics by : Marco Barla
Download or read book Challenges and Innovations in Geomechanics written by Marco Barla and published by Springer Nature. This book was released on 2021-01-14 with total page 1029 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book gathers the latest advances, innovations, and applications in the field of computational geomechanics, as presented by international researchers and engineers at the 16th International Conference of the International Association for Computer Methods and Advances in Geomechanics (IACMAG 2020/21). Contributions include a wide range of topics in geomechanics such as: monitoring and remote sensing, multiphase modelling, reliability and risk analysis, surface structures, deep structures, dams and earth structures, coastal engineering, mining engineering, earthquake and dynamics, soil-atmosphere interaction, ice mechanics, landfills and waste disposal, gas and petroleum engineering, geothermal energy, offshore technology, energy geostructures, geomechanical numerical models and computational rail geotechnics.
Author :B. L. J. Mylleville Publisher :London : Geotechnical Research Centre, University of Western Ontario ISBN 13 : Total Pages :12 pages Book Rating :4.:/5 (232 download)
Book Synopsis Steel Reinforced Embankments on Soft Clay Foundations by : B. L. J. Mylleville
Download or read book 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 1988 with total page 12 pages. Available in PDF, EPUB and Kindle. Book excerpt: