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Preview this item Preview this item. The mechanics of soils : J. Atkinson, P. Subjects Soil mechanics. More like this Similar Items. Allow this favorite library to be seen by others Keep this favorite library private. Find a copy in the library Finding libraries that hold this item Reviews User-contributed reviews Add a review and share your thoughts with other readers.
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WorldCat is the world's largest library catalog, helping you find library materials online. Remember me on this computer. Cancel Forgot your password? John Atkinson ; P L Bransby. Print book : English. Soil mechanics.
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The mechanics of soils : an introduction to critical state soil mechanics
London P. All rights reserved. Stress and Strain Paths and Invariants 45 Introduction 45 Stress paths 45 Stress paths with O'i: 0'; and 0'1: 0'3 axes 47 Stress paths with I': s' and I: s axes 49 Invariants of stress 52 Stress paths with q':p' or q:p axes 54 Invariants of strain 56 Strain paths 57 Volumetric strains 59 Correspondence between parameters for stress and strain 61 Stress-strain behaviour of an ideal elastic soil 62 Summary 65 Chapter 5. Laboratory Testing of Soils 67 Introduction 67 Requirements of soil loading tests 67 Boundary conditions 68 Control of loading 70 Control of pore pressure and drainage 70 Classification of soil tests 71 The triaxial apparatus 74 The oedometer 80 The direct shear box 81 The simple shear apparatus 83 Summary 85 Cbapter 6. Compression Introduction Compression and consolidation - A simple model Isotropic compression test Back pressure Secondary compression - Creep Isotropic compression of clay An idealization of isotropic compression of clay Overconsolidation Possible states of isotropic compression Mathematical representation of isotropic compression Isotropic compression of sand One-dimensional compression - The oedometer test Variation of Ku in oedometer tests. One-dlmenslonal Consolidation Introduction Theory of one-dimensional consolidation Isochrones Boundarj'conditions for one-dimensional consolidation Time factor Tv Average degree of consolidation U, Approximate solution for one-dimensional consolidation by parabolic isochrones The exact solution for one-dimensional consolidation Determination of c; from an oedometer test Summary ]I: CONnNTS Chapter 9. Routine SoU Tests and the Critieal State Model Introduction The Mohr-Coulomb failure criterion One-dimensional compression Undrained shear strength ' General stress states Pore pressure parameters for undrainedlcadlng Variation of Cu with depth Interpretation of the index tests Summary Chapter
Mechanics Soils Introduction Critical State by J H Atkinson P L Bransby