The chapters in this book show that a careful blend of engineering judgement and advanced principles of engineering mechanics may be used to resolve many complex geotechnical engineering problems. It is hoped that these may inspire the geotechnical engineering practice to make more extensive use of them in future.
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Inside This Book
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First Sentence:
The behaviour of all geomaterials, and in particular of soils, is governed by their interaction with the fluid (water) and gas (air) present in the pore structure. Read the first page Key Phrases - Statistically Improbable Phrases (SIPs): (learn more)
finite layer method, pile driving analysis, pile impedance, effective radial stress, residual lateral stress, total radial stress, hysteretic loading, pore pressure boundary conditions, lateral stress increase, finite layer analysis, lateral effective stress, static pile capacity, embedded retaining walls, downward travelling wave, backfilled walls, compaction loading, limit equilibrium calculation, pile driving formulae, prop forces, retained height, wall bending moments, culvert structure, elastodynamic theory, summation path, finite deformation analysis Key Phrases - Capitalized Phrases (CAPs): (learn more)
Methods Geomech, New York, Methods Eng, Soil Mech, Offshore Piling, Cambridge University, University of California, Jaumann Cauchy, Rock Mech, University College of Swansea, Englewood Cliffs, Federal Highway Administration, Jaumann Kirchhoff, Prentice Hall, Solids Struct, Swedish Geotechnical Institute, University of Cambridge New!
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Front Cover | Table of Contents | First Pages | Index | Surprise Me!
The behaviour of all geomaterials, and in particular of soils, is governed by their interaction with the fluid (water) and gas (air) present in the pore structure. Read the first page Key Phrases - Statistically Improbable Phrases (SIPs): (learn more)
finite layer method, pile driving analysis, pile impedance, effective radial stress, residual lateral stress, total radial stress, hysteretic loading, pore pressure boundary conditions, lateral stress increase, finite layer analysis, lateral effective stress, static pile capacity, embedded retaining walls, downward travelling wave, backfilled walls, compaction loading, limit equilibrium calculation, pile driving formulae, prop forces, retained height, wall bending moments, culvert structure, elastodynamic theory, summation path, finite deformation analysis Key Phrases - Capitalized Phrases (CAPs): (learn more)
Methods Geomech, New York, Methods Eng, Soil Mech, Offshore Piling, Cambridge University, University of California, Jaumann Cauchy, Rock Mech, University College of Swansea, Englewood Cliffs, Federal Highway Administration, Jaumann Kirchhoff, Prentice Hall, Solids Struct, Swedish Geotechnical Institute, University of Cambridge New!
Books on Related Topics | Concordance | Text Stats Browse Sample Pages:
Front Cover | Table of Contents | First Pages | Index | Surprise Me!
Citations (learn more)
This book cites 21
books:
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- Soil Mechanics-Transient and Cyclic Loads: Constitutive Relations and Numerical Treatment (Wiley Series in Numerical Methods in Engineering) by G. N. Pande on 4 pages
- Mechanics of Engineering Materials (Wiley Series in Numerical Methods in Engineering) by Chandrakant S. Desai on page 43, and page 45
- Soil Mechanics (Series in Soil Engineering) by T. William Lambe on page 128, and page 221
- The Finite Element Method: Its Basis and Fundamentals, Sixth Edition by O. C. Zienkiewicz on page 129, and page 222
- Soil Mechanics (Examination Subjects for Engineers & Builders) by Michael John Smith on page 222
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