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Influence Of Structure Change On Pore Pressure And Deformation Behavior Of Soft Clays Under Surface Loadings
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Book Synopsis Influence of Structure Change on Pore Pressure and Deformation Behavior of Soft Clays Under Surface Loadings by : Edward Cho-Che Tse
Download or read book Influence of Structure Change on Pore Pressure and Deformation Behavior of Soft Clays Under Surface Loadings written by Edward Cho-Che Tse and published by . This book was released on 1985 with total page 550 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Encyclopedia of Soil Science by : Rattan Lal
Download or read book Encyclopedia of Soil Science written by Rattan Lal and published by CRC Press. This book was released on 2017-01-11 with total page 2804 pages. Available in PDF, EPUB and Kindle. Book excerpt: New and Improved Global Edition: Three-Volume Set A ready reference addressing a multitude of soil and soil management concerns, the highly anticipated and widely expanded third edition of Encyclopedia of Soil Science now spans three volumes and covers ground on a global scale. A definitive guide designed for both coursework and self-study, this latest version describes every branch of soil science and delves into trans-disciplinary issues that focus on inter-connectivity or the nexus approach. For Soil Scientists, Crop Scientists, Plant Scientists and More A host of contributors from around the world weigh in on underlying themes relevant to natural and agricultural ecosystems. Factoring in a rapidly changing climate and a vastly growing population, they sound off on topics that include soil degradation, climate change, soil carbon sequestration, food and nutritional security, hidden hunger, water quality, non-point source pollution, micronutrients, and elemental transformations. New in the Third Edition: Contains over 600 entries Offers global geographical and thematic coverage Entries peer reviewed by subject experts Addresses current issues of global significance Encyclopedia of Soil Science, Third Edition: Three Volume Set expertly explains the science of soil and describes the material in terms that are easily accessible to researchers, students, academicians, policy makers, and laymen alike. Also Available Online This Taylor & Francis encyclopedia is also available through online subscription, offering a variety of extra benefits for researchers, students, and librarians, including: Citation tracking and alerts Active reference linking Saved searches and marked lists HTML and PDF format options Contact Taylor and Francis for more information or to inquire about subscription options and print/online combination packages. US: (Tel) 1.888.318.2367; (E-mail) [email protected] International: (Tel) +44 (0) 20 7017 6062; (E-mail) [email protected]
Book Synopsis Journal of Geotechnical Engineering by :
Download or read book Journal of Geotechnical Engineering written by and published by . This book was released on 1990 with total page 992 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Effect of Temperature and Stress on the Time-deformation Behavior of Saturated Clay by : Richard Gerald Campanella
Download or read book Effect of Temperature and Stress on the Time-deformation Behavior of Saturated Clay written by Richard Gerald Campanella and published by . This book was released on 1965 with total page 508 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Fundamentals of Soil Behavior by : James K. Mitchell
Download or read book Fundamentals of Soil Behavior written by James K. Mitchell and published by John Wiley & Sons. This book was released on 2005-05-25 with total page 606 pages. Available in PDF, EPUB and Kindle. Book excerpt: The improved, new edition of the classic book on the physical properties of soil Fundamentals of Soil Behavior, Third Edition is the thoroughly updated, expanded, and revised edition of this highly distinguished publication in geotechnical engineering. Filled with useful tables and graphs illustrating correlations among composition, classification, state, and static and dynamic properties, this Third Edition continues the tradition of providing the latest information on the physical properties of soil and the fundamentals of its behavior over time. Students and busy professionals will connect with this new edition's timesaving, streamlined format and its greater emphasis on practical exercise problems involving advanced concepts of soil behavior. Other must-read features of this Third Edition include: New, expanded material on micro-mechanical behavior at the particulate level and its influences on engineering properties at the macro-scale A new chapter on time effects on soil deformation at different stress and strain levels New coverage of such important topics as environmental geotechnics, biological influences on soil behavior, soil fracturing, the effects of time, and geochemical problems Sets of questions and problems at the end of each chapter, a feature not available in prior editions Fundamentals of Soil Behavior, Third Edition is an essential text for graduate students and researchers as well as a peerless reference for geotechnical, environmental, and civil engineers and geologists.
Book Synopsis Comprehensive Dissertation Index by :
Download or read book Comprehensive Dissertation Index written by and published by . This book was released on 1989 with total page 1116 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Impact of Shear Stress on Strain and Pore Water Pressure Behavior of Intact Soft Clay Under Principal Stress Rotation by : Zhou Jian
Download or read book Impact of Shear Stress on Strain and Pore Water Pressure Behavior of Intact Soft Clay Under Principal Stress Rotation written by Zhou Jian and published by . This book was released on 2014 with total page 17 pages. Available in PDF, EPUB and Kindle. Book excerpt: The effect of shear stress on strain development and pore water accumulation resulting from principal stress rotation tests on intact Hangzhou soft clay using a Zhejiang University hollow cylinder apparatus (ZJU-HCA) is reported. Different types of tests were designated, including a shearing test along the fixed principal stress direction, a pure rotation test, and both clockwise and anti-clockwise rotation tests. The mean principal stress was kept constant in all tests. The intermediate principal stress coefficient (b) was set to 0.5. The pore pressure coefficient, deduced using a double yield surface theory, revealed that the volume yield surface function was not affected by the rotation of the principal stress axes. The pore water pressure in the fixed principal stress direction test and in the pure rotation test was shown to be mainly controlled by the shear stress level. As the results revealed that the anti-clockwise rotation would have a higher effect on pore water pressure than clockwise rotation, the pore water pressure generated in the clockwise rotation test was relatively small. Because b was set to 0.5, the radial strain was very small. The development of the axial strain was symmetrical to the circumferential strain, which coincided with the horizontal symmetry of the axial stress and circumferential stress. Both the shear stress level and rotation angle have a pronounced effect on strain development. When soil subjected to pure principal stress rotation under the conditions of high stress levels, large strains would be expected and any underestimation will lead to insecurity. If the specimen experienced a preceding rotation, its influence on the strain development in the subsequent rotation was significant. The variation of octahedral shear stiffness Goct with rotation angle also demonstrated the deterioration of the preceding rotation in the following rotation.
Book Synopsis Influence of Testing Conditions on Creep Behavior of Clay by : Edgar Febres-Cordero
Download or read book Influence of Testing Conditions on Creep Behavior of Clay written by Edgar Febres-Cordero and published by . This book was released on 1974 with total page 248 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis American Doctoral Dissertations by :
Download or read book American Doctoral Dissertations written by and published by . This book was released on 1985 with total page 696 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Influence of Testing Conditions on Creep Behavior of Clay by : Edgar Febres-Cordero
Download or read book Influence of Testing Conditions on Creep Behavior of Clay written by Edgar Febres-Cordero and published by . This book was released on 1974 with total page 246 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Effects of Sampling and Disturbance on the Strength of Soft Clays by : Harry Bolton Seed
Download or read book Effects of Sampling and Disturbance on the Strength of Soft Clays written by Harry Bolton Seed and published by . This book was released on 1964 with total page 304 pages. Available in PDF, EPUB and Kindle. Book excerpt: The laboratory procedure most commonly used for strength determination is the triaxial compression test. The relationship between data obtained with this test procedure and the in-situ strength of a soil under comparable deformation conditions (i.e., axially symmetric strain and same orientation of principal stresses) will be the subject of this report. (Author).
Book Synopsis Consolidation Characteristics and Undrained Strength of Saturated Soft Clay Under Repeated Impact Loading by : B. Bai
Download or read book Consolidation Characteristics and Undrained Strength of Saturated Soft Clay Under Repeated Impact Loading written by B. Bai and published by . This book was released on 2006 with total page 9 pages. Available in PDF, EPUB and Kindle. Book excerpt: The consolidation characteristics of saturated soft clay under repeated impact loading are studied by laboratory tests. Particularly, the influence of drainage conditions on consolidation and reconsolidation of soft clay are analyzed in detail. The uniqueness of the relationship between pore water pressure and reconsolidation volumetric strain is described, and the methods for determining the coefficient of reconsolidation volume compressibility and the reconsolidation compression index are given. It is demonstrated that the samples undergoing several stages of impact and reconsolidation show an apparent quasi-overconsolidation state, and have an increased shear strength. Models for predicting the deformation and the undrained strength of soft clay foundation from impact loading are also suggested. In the models, the conditions of partial drainage and stages of impact are taken into account. Calculated results by the present models are in good agreement with the test data.
Download or read book Applied mechanics reviews written by and published by . This book was released on 1948 with total page 400 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Mechanical Behaviour of Soft Clays Under Vibration Loading from Vehicle Traffic by : Mustafa Z. Emir
Download or read book The Mechanical Behaviour of Soft Clays Under Vibration Loading from Vehicle Traffic written by Mustafa Z. Emir and published by . This book was released on 1991 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: The proliferation of land reclamation projects around the world has increased the need for advanced studies on the mechanical behavior of soft clays. One of the most important aspects of soft clay behaviour is the time dependent deformation characteristics. The behavioral characteristics of soft clays suggest that an overstress type soil model is suitable for the analysis of such deposits. A model initially proposed by P. Perzyna has been extended with the addition of a Cam Clay type yield criterion and implemented in a finite element code to analyze geotechnical problems in two dimensions. In addition to describing the monotonic loading behavior, the model is used for the analysis of soft clays under vibrational loads from vehicle traffic. In order to investigate the effects of vibrations on the rate dependent behaviour of soft clays, a new vibrational slump test has been devised. The results are used to explain the processes involved during the deformation of a clay sample under its own weight. It is seen that the variations of the parameters used in the soil model exhibit a marked resemblance to the variations of the fundamental material state variables such as the flow volume, activation energy, and entropy. In the light of this observation, the possible relationships between the material parameters used in the present viscoplasticity model and the thermodynamic variables from rate process theory are discussed. The conclusions drawn from the vibrational slump test results as well as the careful examination of the constitutive model have been implemented in a Finite Element computer code. The predictive abilities of this program have been established by comparison with field measurements and the behavior of a soft clay foundation under the effect of surface vibrations is simulated. It is found that vehicle traffic during and after the construction of landfills (or embankments) noticeably retards the consolidation process and creates prolonged periods of quasi-undrained conditions.
Book Synopsis Cyclic and Static Laboratory Tests on Drammen Clay by :
Download or read book Cyclic and Static Laboratory Tests on Drammen Clay written by and published by . This book was released on 1980 with total page 50 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Time Dependent Deformation of a Soft Clay by : Robert Bengtson Young
Download or read book Time Dependent Deformation of a Soft Clay written by Robert Bengtson Young and published by . This book was released on 1968 with total page 234 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Selected Water Resources Abstracts by :
Download or read book Selected Water Resources Abstracts written by and published by . This book was released on 1990 with total page 710 pages. Available in PDF, EPUB and Kindle. Book excerpt: