Κατάλογος Βιβλιοθηκών Mediterranean College

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The Mechanics of Soils and Foundations / Second Edition

Contributor(s): Material type: TextPublication details: Taylor And Francis Group, 2007Edition: 2ndDescription: 444ISBN:
  • 9780415362566
Summary: An undergraduate course in geotechnical engineering for civil engineers. Introduction to Geotechnical Engineering, Basic Mechanics, Essentials of Material Behavior, The Structure of the Earth, Pore Pressure and Effective Stress and Drainage, Laboratory Testing of Soils, Compression and Swelling, Critical State Strength of Soil, Peak States, Behavior of Soil Before Failure, Cam Clay, Stiffness of Soil, Steady State Seepage, Consolidation, Natural Soils, Ground Investigations, Soil Parameters for Design, Ultimate Stability of Soil Structures Using Bound Methods, Limit Equilibrium Method, Stability of Slopes, Bearing Capacity and Settlement of Shallow Foundations, Piled Foundations, Earth Pressures and Stability of Retaining Walls, Tunneling in Soft Ground, Behavior of Unsaturated Soils, Geotechnical Centrifuge Modelling, Concluding Remarks.
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Books MC Athens Campus Library 624.1/5 ATK (Browse shelf(Opens below)) 1 Available 9780000061041

An undergraduate course in geotechnical engineering for civil engineers. Introduction to Geotechnical Engineering, Basic Mechanics, Essentials of Material Behavior, The Structure of the Earth, Pore Pressure and Effective Stress and Drainage, Laboratory Testing of Soils, Compression and Swelling, Critical State Strength of Soil, Peak States, Behavior of Soil Before Failure, Cam Clay, Stiffness of Soil, Steady State Seepage, Consolidation, Natural Soils, Ground Investigations, Soil Parameters for Design, Ultimate Stability of Soil Structures Using Bound Methods, Limit Equilibrium Method, Stability of Slopes, Bearing Capacity and Settlement of Shallow Foundations, Piled Foundations, Earth Pressures and Stability of Retaining Walls, Tunneling in Soft Ground, Behavior of Unsaturated Soils, Geotechnical Centrifuge Modelling, Concluding Remarks.

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