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Separate different tags with a comma. To include a comma in your tag, surround the tag with double quotes. Please enable cookies in your browser to get the full Trove experience. Skip to content Skip to search. Atkinson, P. Atkinson, J.
Language English. Author Atkinson, J. Other Authors Bransby, P. Physical Description xix, p. Series McGraw-Hill university series in civil engineering. University series in civil engineering Subjects Soil mechanics.
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THE MECHANICS OF SOILS, AN INTRODUCTION TO CRITICAL STATE SOIL MECHANICS
H Atkinson, P. Reference details. Open print view. Location: T Currently not available. Technologiepark 68 Zwijnaarde. View on Google Maps.
Mechanics Soils Introduction Critical State by J H Atkinson P L Bransby
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.
The mechanics of soils : an introduction to critical state soil mechanics
The mechanics of soils : J.H. Atkinson, P.L. Bransby.