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Book Effects of Anisotropic Versus Isotropic Consolidation in Consolidated undrained Triaxial Compression Tests of Cohesive Soils

Download or read book Effects of Anisotropic Versus Isotropic Consolidation in Consolidated undrained Triaxial Compression Tests of Cohesive Soils written by Frank C. Townsend and published by . This book was released on 1975 with total page 130 pages. Available in PDF, EPUB and Kindle. Book excerpt: The results of a series of consolidated-undrained (CU) triaxial compression tests performed on normally consolidated and overconsolidated specimes of two clays consolidated both isotropically (ICU tests) and anisotropically (ACU tests) are presented and analyzed in this report. The specimens were trimmed from samples of Vicksburg Buckshot clay (LL = 57) and a clay from the East Atchafalaya Basin Protection Levee (EABPL) project area (LL = 79), both of which had been consolidated from a slurry in large-diameter consolidometers under a maximum vertical consolidation pressure of 3.0 kg/sq cm. Data presented include stress-strain curves, pore pressure observations, final water content distributions within the specimens, and shear strength envelopes based on total and effective stresses. Test results indicate that the change in volume during consolidation and the water content at the end of consolidation are not a unique function of the vertical consolidation stresses but are related to the mean effective consolidation stress. Total stress envelopes based on Taylor's method of deriving strengths of anisotropically consolidated specimens from test results obtained from isotropically consolidated specimens slightly underestimate observed values. In this context, Taylor's method is an appropriate means of predicting strengths for various K sub c ratios from conventional ICU tests. Use of hyperbolic stress-strain relationships derived from ICU tests in finite element codes for ACU conditions will lead to erroneous results. Further testing of anisotropically consolidated soils under stress systems that better simulate in situ conditions is needed.

Book The Effect of Anisotropy and Reorientation of Principal Stresses on the Shear Strength of Saturated Clay

Download or read book The Effect of Anisotropy and Reorientation of Principal Stresses on the Shear Strength of Saturated Clay written by James Michael Duncan and published by . This book was released on 1965 with total page 192 pages. Available in PDF, EPUB and Kindle. Book excerpt: The objectives of the investigation are to establish the fundamental nature of the anisotropy of saturated clays with respect to undrained strength, and to evaluate the practical significance of anisotropy and reorientation of the principal stresses in short-term stability problems. (Author).

Book The Effect of Preshear Consolidation on the Undrained Shear Strength of Clays

Download or read book The Effect of Preshear Consolidation on the Undrained Shear Strength of Clays written by Louis Ernest Collins and published by . This book was released on 1955 with total page 64 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book A Study of the Effect of Anisotropic Consolidation on the Relationships Between Shear Strength  Water Content and Effective Stresses of a Kaolinite Clay

Download or read book A Study of the Effect of Anisotropic Consolidation on the Relationships Between Shear Strength Water Content and Effective Stresses of a Kaolinite Clay written by Mallimadugula Venkata Ratnam and published by . This book was released on 1962 with total page 432 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Effects of Anisotropic Versus Isotropic Consolidation in Consolidated Undrained Triaxial Compression Tests of Cohesive Soils

Download or read book Effects of Anisotropic Versus Isotropic Consolidation in Consolidated Undrained Triaxial Compression Tests of Cohesive Soils written by RT. Donaghe and published by . This book was released on 1978 with total page 17 pages. Available in PDF, EPUB and Kindle. Book excerpt: This investigation examines effects of anisotropic versus isotropic consolidation in consolidated-undrained triaxial compression tests performed on specimens of two clays consolidated from a slurry in large-diameter consolidometers. Shear strength and corresponding deformation characteristics were developed in both normally consolidated and overconsolidated ranges. Test results indicate that volume changes during consolidation are not a unique function of the major principal consolidation stress but instead are related to the mean effective consolidation stress and the deviator stress during consolidation. Consequently, for a given major principal consolidation stress, the undrained strength of anisotropically consolidated specimens is lower than that of isotropically consolidated specimens.

Book Investigation of Effects of Disturbance on Undrained Shear Strength of Boston Blue Clay

Download or read book Investigation of Effects of Disturbance on Undrained Shear Strength of Boston Blue Clay written by Nils-Fredrik Braathen and published by . This book was released on 1966 with total page 318 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Effects of Sampling and Disturbance on the Strength of Soft Clays

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 Research in Earth Physics

Download or read book Research in Earth Physics written by Charles Cushing Ladd and published by . This book was released on 1965 with total page 284 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Geotechnics for Sustainable Infrastructure Development

Download or read book Geotechnics for Sustainable Infrastructure Development written by Phung Duc Long and published by Springer Nature. This book was released on 2019-11-28 with total page 1417 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book presents 09 keynote and invited lectures and 177 technical papers from the 4th International Conference on Geotechnics for Sustainable Infrastructure Development, held on 28-29 Nov 2019 in Hanoi, Vietnam. The papers come from 35 countries of the five different continents, and are grouped in six conference themes: 1) Deep Foundations; 2) Tunnelling and Underground Spaces; 3) Ground Improvement; 4) Landslide and Erosion; 5) Geotechnical Modelling and Monitoring; and 6) Coastal Foundation Engineering. The keynote lectures are devoted by Prof. Harry Poulos (Australia), Prof. Adam Bezuijen (Belgium), Prof. Delwyn Fredlund (Canada), Prof. Lidija Zdravkovic (UK), Prof. Masaki Kitazume (Japan), and Prof. Mark Randolph (Australia). Four invited lectures are given by Prof. Charles Ng, ISSMGE President, Prof.Eun Chul Shin, ISSMGE Vice-President for Asia, Prof. Norikazu Shimizu (Japan), and Dr.Kenji Mori (Japan).

Book Research on Shearing Characteristics of Clay

Download or read book Research on Shearing Characteristics of Clay written by and published by . This book was released on 1953 with total page 152 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Numerical Methods in Geomechanics Volume 1

Download or read book Numerical Methods in Geomechanics Volume 1 written by G. Swoboda and published by Routledge. This book was released on 2017-11-01 with total page 1312 pages. Available in PDF, EPUB and Kindle. Book excerpt: First Published in 2017. Routledge is an imprint of Taylor & Francis, an Informa company.

Book Compression and Consolidation of Clayey Soils

Download or read book Compression and Consolidation of Clayey Soils written by Hiroshi Yoshikuni and published by . This book was released on 1995 with total page 1116 pages. Available in PDF, EPUB and Kindle. Book excerpt: