## Elastic solutions for soil and rock mechanics |

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### Contents

SUMMARY | 4 |

APPENDIX A STRESSES AND DISPLACEMENTS IN A LOADED | 309 |

REFERENCES 27 | 337 |

4 other sections not shown

### Common terms and phrases

anisotropic aratan axis B2 Positive B2 Zero beneath the centre Boussinesq CIRCULAR AREA coefficients considered contact pressure coordinates depth DISPLACEMENT FACTORS elastic elastic moduli ellipse embankment factors for vertical finite layer following solutions Gerrard Giroud horizontal displacement horizontal stress infinite influence factors INFLUENCE VALUES integrals are given interface Isotropic lateral shear stress layer system LINE LOAD linear lateral shear linear vertical pressure linearly load transferred loaded area maximum modulus normal stresses OOO0 oooo Orthorhombic and Cross-anisotropic OS'T plane strain plane stress point load Poisson's ratio Poulos radial raft rectangle rotation rough rigid base Sector curves semi-infinite mass shear modulus shear strain shown in Figs stress beneath stresses and displacements stresses are obtained strip tabulated in Table Terzaghi and Richart TOO0 tunnel UNIFORM HORIZONTAL LOADING uniform lateral shear UNIFORM VERTICAL LOADING uniform vertical pressure uniformly loaded vertical stress vertical surface displacement Young's modulus

### References to this book

Fundamentals of Rock Mechanics John Conrad Jaeger,Neville G. W. Cook,Robert Zimmerman No preview available - 2007 |