Download or read book Evaluation of Stress Strain Modulus of Saturated Clays written by Yudhbir and published by . This book was released on 1975 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Load deformation Behavior of Saturated Clays During Undrained Shear written by Edward B. Kinner and published by . This book was released on 1970 with total page 378 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Characterization of Soft Saturated Clays for Dynamic Analyses written by Khosrow Sadigh and published by . This book was released on 1972 with total page 770 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Vane Shear Strength Testing in Soils written by Adrian F. Richards and published by ASTM International. This book was released on 1988 with total page 370 pages. Available in PDF, EPUB and Kindle. Book excerpt: "The objectives of the symposium were to review the state of knowledge of the vane shear test (VST) and to provide the latest information on test theory, methods, and interpretation for the purpose of improved standardization of the field and laboratory vane tests."--Overview.

Download or read book Stress strain Characteristics of a Saturated Clay Soil at Various Strain Rates written by Awatif Mohammed El-Domiaty and published by . This book was released on 1968 with total page 504 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Testing for Evaluation of Stress Strain Behavior of Clays written by Yudhbir and published by . This book was released on 1980 with total page 12 pages. Available in PDF, EPUB and Kindle. Book excerpt: A technique to predict the stress-strain behavior of clays along various stress paths is presented. The experimental results of stress-controlled triaxial pure shear and consolidation tests conducted on normally consolidated and lightly overconsolidated samples are given, and a method to evaluate the parameters required for prediction by the proposed technique is discussed. Comparison between experimental and predicted stress-strain behavior of normally consolidated and lightly overconsolidated samples along stress paths shows that the technique predicts the behavior quite well.

Download or read book Advanced Laboratory Stress Strain Testing of Geomaterials written by R. Kuwano and published by Routledge. This book was released on 2018-04-24 with total page 552 pages. Available in PDF, EPUB and Kindle. Book excerpt: A discussion of developments in the measurement and interpretation of advanced laboratory stress-strain testing of geomaterials. It includes a collection of case studies which apply the test results and is based on the activities of the technical committee No 29 of the ISSMGE.

Download or read book Observed Stress strain Behaviour of Remoulded Saturated Clay and Examination of Two Constitutive Models written by Michał Topolnicki and published by . This book was released on 1987 with total page 300 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Applications of the Finite Element Methods in Geotechnical Engineering written by Chandrakant S. Desai and published by . This book was released on 1972 with total page 348 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Spatial Modelling and Failure Analysis of Natural and Engineering Disasters through Data based Methods Volume II written by Faming Huang and published by Frontiers Media SA. This book was released on 2023-08-01 with total page 527 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Physical Components of the Shear Strength of Saturated Clays written by Waterways Experiment Station (U.S.) and published by . This book was released on 1961 with total page 168 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Strength Parameters and Stress strain Behavior of Saturated Clays written by Charles C. Ladd and published by . This book was released on 1971 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book NASA Scientific and Technical Reports written by United States. National Aeronautics and Space Administration Scientific and Technical Information Division and published by . This book was released on 1968 with total page 428 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Stress Vs Deformation Characteristics of Saturated Clay Adjacent to a Friction Pile written by William David Johnson and published by . This book was released on 1961 with total page 132 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Consolidation of Soils written by Frank C. Townsend and published by ASTM International. This book was released on 1986 with total page 755 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book A Selected Listing of NASA Scientific and Technical Reports written by United States. National Aeronautics and Space Administration. Scientific and Technical Information Division and published by . This book was released on 1968 with total page 436 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Download or read book Nonlinear Stress deformation Analyses of Lake Agassiz Clays Using Finite Element Method written by Palaniappan Valliappan and published by . This book was released on 1974 with total page 874 pages. Available in PDF, EPUB and Kindle. Book excerpt: For nonlinear stress-deformation analyses of soils, it is necessary to define the stress-strain behaviour of the soil in quantitative terms, and to develop techniques for incorporating this behaviour in the analyses. The stress-strain behaviour of Lake Agassiz clays was separated into mean normal and deviatoric components and the stresses and strains were interrelated through bulk and shear moduli. Drained isotropic compression tests were used for the evaluation of bulk modulus. A three-parameter stress-strain relationship was used to represent the isotropic stress-strain data. Solutions were obtained for bulk modulus as a function of soil type, void ratio, and imposed stress system. The shear modulus was investigated by drained constant-mean-normal-stress triaxial compression tests. The basic two parameter hyperbolic relationship in a modified form was used to represent the resultant deviatoric stress-strain data and an analytical expression was determined for the shear modulus. The solution for shear modulus was obtained as a function of soil type, previous stress history, failure criterion, void ratio, and imposed stress system. The failure zones and long term uplift capacities predicted for shallow and deep anchors using the finite element method, showed good agreement with those evaluated by using Meyerhof and Adam's theory. The distribution of stresses and displacements along the length of the vertical circular shaft obtained by the finite element analysis were similar to the distributions described by Terzaghi.