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Viser: Principles of Foundation Engineering, SI Edition

Principles of Foundation Engineering, SI Edition, 8. udgave

Principles of Foundation Engineering, SI Edition

Braja M. Das
(2015)
Sprog: Engelsk
Cengage Learning
777,00 kr. 699,30 kr.
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Detaljer Om Varen

  • 8. Udgave
  • Paperback: 896 sider
  • Udgiver: Cengage Learning (Januar 2015)
  • ISBN: 9781305081567
Master the fundamental concepts and applications of foundation analysis design with PRINCIPLES OF FOUNDATION ENGINEERING. This market leading text maintains a careful balance of current research and practical field applications, offers a wealth of worked out examples and figures that show you how to do the work you will be doing as a civil engineer, and helps you develop the judgment you'll need to properly apply theories and analysis to the evaluation of soils and foundation design.
PREFACE
1. Introduction
Geotechnical Engineering. Foundation Engineering. General Format of the Text. Design Methods. Numerical Methods in Geotechnical Engineering. References.

PART I: GEOTECHINCAL PROPERTIES AND EXPLORATION OF SOIL.
2. Geotechnical Properties of Soil. Introduction. Grain-Size Distribution. Size Limits for Soils. Weight-Volume Relationships. Relative Density. Atterberg Limits. Liquidity
Index. Activity. Soil Classification Systems. Hydraulic Conductivity of Soil. Steady-State Seepage. Effective Stress. Consolidation. Calculation of Primary Consolidation Settlement. Time Rate of Consolidation. Degree of Consolidation under Ramp Loading. Shear Strength. Unconfined Compression Test. Comments on Friction Angle. Correlations of Undrained Shear Strength. Sensitivity. Problems. References.
3. Natural Soil Deposits and Subsoil Exploration. Introduction. Natural Soil Deposits. Soil Origin. Residual Soil. Gravity Transported Soil. Alluvial Deposits. Lacustrine Deposits. Glacial Deposits. Aeolian Soil Deposits. Organic Soil. Some Local Terms for Soil. Subsurface Exploration. Purpose of Subsurface Exploration. Subsurface Exploration Program. Exploratory Borings in the Field. Procedures for Sampling Soil. Split-Spoon Sampling. Sampling with a Scraper Bucket. Sampling with a Thin-Walled Tube. Sampling with a Piston Sampler. Observation of Water Tables. Vane Shear Test. Cone Penetration Test. Pressuremeter Test (PMT). Dilatometer Test. Iowa Borehole Shear Test. K Stepped-Blade Test. Coring of Rocks. Preparation of Boring Logs. Geophysical Exploration. Subsoil Exploration Report. Problems. References.

PART II: FOUNDATION ANALYSIS.
4. Shallow Foundations: Ultimate Bearing Capacity. Introduction. General Concept. Terzaghi's Bearing Capacity Theory. Factor of Safety. Modification of Bearing Capacity Equations for Water Table. The General Bearing Capacity Equation. Other Solutions for Bearing Capacity Factor (Ny), Shape and Depth Factors. Case Studies on Ultimate Bearing Capacity. Effect of Soil Compressibility. Eccentrically Loaded Foundations. Ultimate Bearing Capacity under Eccentric Loading--One-Way Eccentricity. Bearing Capacity--Two-Way Eccentricity. Bearing Capacity of a Continuous Foundation Subjected to Eccentrically Inclined Loading. Problems. References.
5. Ultimate Bearing Capacity of Shallow Foundations: Special Cases. Introduction. Foundation Supported by a Soil with a Rigid Base at a Shallow Depth. Foundations on Layered Clay. Bearing Capacity of Layered Soils: Stronger Soil Underlain by Weaker Soil. Bearing Capacity of Layered Soils: Weaker Soils Underlain by Stronger Soils. Continuous Foundation on Weak Clay with a Granular Trench. Closely Spaced Foundations--Effect on Ultimate Bearing Capacity. Bearing Capacity of Foundations on Top of a Slope. Bearing Capacity of Foundations on a Slope. Seismic Bearing Capacity and Settlement in Granular Soil. Foundations on Rock. Uplift Capacity of Foundations. Problems. References.
6. Vertical Stress Increase in Soil. Introduction. Stress Due to a Concentrated Load. Stress Due to a Circularly Loaded Area. Stress Due to a Line Load. Stress Below a Vertical Strip Load (Finite Width and Infinite Length). Stress below a Rectangular Area. Stress Isobars. Average Vertical Stress Increase Due to a Rectangularly Loaded Area. Average Vertical Stress Increase below the Center of a Circularly Loaded Area. Stress Increase under an Embankment. Westergaard's Solution for Vertical Stress Due to a Point Load. Problems. References.
7. Settlement of Shallow Foundation. Introduction. Elastic Settlement of Foundation on Saturated Clay. Elastic Settlement. Settlement Based on the Theory of Elasticity. Improved Equation for Elastic Settlement, Settlement of Sandy Soil: Use of Strain Influence Factor. Settlement of Foundation on Sand Based on Standard Penetration Resistance. Settlement in Granular Soil Based on Pressuremeter (PMT). Effect of the Rise of Ground Water Table on Elastic Settlement.
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