عنوان

Principles of foundation engineering.

0495668109

9780495668107

b604429

Principles of foundation engineering.

[Book]

Braja M Das

7th ed

Stanford

Cengage Learning

2011

794 blz. ; .. cm.

Machine generated contents note: 1.Geotechnical Properties of Soil --; 1.1.Introduction --; 1.2.Grain-Size Distribution --; 1.3.Size Limits for Soils --; 1.4.Weight-Volume Relationships --; 1.5.Relative Density --; 1.6.Atterberg Limits --; 1.7.Liquidity Index --; 1.8.Activity --; 1.9.Soil Classification Systems --; 1.10.Hydraulic Conductivity of Soil --; 1.11.Steady-State Seepage --; 1.12.Effective Stress --; 1.13.Consolidation --; 1.14.Calculation of Primary Consolidation Settlement --; 1.15.Time Rate of Consolidation --; 1.16.Degree of Consolidation Under Ramp Loading --; 1.17.Shear Strength --; 1.18.Unconfined Compression Test --; 1.19.Comments on Friction Angle, (Sz(B --; 1.20.Correlations for Undrained Shear Strength, Cu --; 1.21.Sensitivity --; Problems --; References --; 2.Natural Soil Deposits and Subsoil Exploration --; 2.1.Introduction --; Natural Soil Deposits --; 2.2.Soil Origin --; 2.3.Residual Soil --; 2.4.Gravity Transported Soil --; 2.5.Alluvial Deposits --; 2.6.Lacustrine Deposits --; 2.7.Glacial Deposits --; 2.8.Aeolian Soil Deposits --; 2.9.Organic Soil --; 2.10.Some Local Terms for Soils --; Subsurface Exploration --; 2.11.Purpose of Subsurface Exploration --; 2.12.Subsurface Exploration Program --; 2.13.Exploratory Borings in the Field --; 2.14.Procedures for Sampling Soil --; 2.15.Split-Spoon Sampling --; 2.16.Sampling with a Scraper Bucket --; 2.17.Sampling with a Thin-Walled Tube --; 2.18.Sampling with a Piston Sampler --; 2.19.Observation of Water Tables --; 2.20.Vane Shear Test --; 2.21.Cone Penetration Test --; 2.22.Pressuremeter Test (PMT) --; 2.23.Dilatometer Test --; 2.24.Coring of Rocks --; 2.25.Preparation of Boring Logs --; 2.26.Geophysical Exploration --; 2.27.Subsoil Exploration Report --; Problems --; References --; 3.Shallow Foundations: Ultimate Bearing Capacity --; 3.1.Introduction --; 3.2.General Concept --; 3.3.Terzaghi's Bearing Capacity Theory --; 3.4.Factor of Safety --; 3.5.Modification of Bearing Capacity Equations for Water Table --; 3.6.The General Bearing Capacity. Note continued: Expansive Soils --; 13.7.General Nature of Expansive Soils --; 13.8.Unrestrained Swell Test --; 13.9.Swelling Pressure Test --; 13.10.Classification of Expansive Soil on the Basis of Index Tests --; 13.11.Foundation Considerations for Expansive Soils --; 13.12.Construction on Expansive Soils --; Sanitary Landfills --; 13.13.General Nature of Sanitary Landfills --; 13.14.Settlement of Sanitary Landfills --; Problems --; References --; 14.Soil Improvement and Ground Modification --; 14.1.Introduction --; 14.2.General Principles of Compaction --; 14.3.Field Compaction --; 14.4.Compaction Control for Clay Hydraulic Barriers --; 14.5.Vibroflotation --; 14.6.Blasting --; 14.7.Precompression --; 14.8.Sand Drains --; 14.9.Prefabricated Vertical Drains --; 14.10.Lime Stabilization --; 14.11.Cement Stabilization --; 14.12.Fly-Ash Stabilization --; 14.13.Stone Columns --; 14.14.Sand Compaction Piles --; 14.15.Dynamic Compaction --; 14.16.Jet Grouting --; Problems --; References.

Foundations.

Braja M Das

Braja M Das

[Book]

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