File : pdf, 1.5 MB, 196 pages
TOC
CHAPTER 1 INTRODUCTION
Purpose and Scope
Definitions
Failure Modes
Factors Influencing Bearing Capacity
CHAPTER 2 NON-LOAD RELATED DESIGN CONSIDERATIONS
General
Earthquake and Dynamic Motion
Frost Action
Subsurface Voids
Expansive and Collapsible Soils
Soil Reinforcement
Heaving Failure in Cuts
Soil Erosion and Seepage
CHAPTER 3 SOIL PARAMETERS
Methodology
Site Investigation
Soil Exploration
CHAPTER 4. SHALLOW FOUNDATIONS
Basic Considerations
Solution of Bearing Capacity
Retaining Walls
In Situ Modeling of Bearing Pressures
Examples
CHAPTER 5 DEEP FOUNDATIONS
Basic Considerations
Section I Drilled Shafts
Vertical Capacity of Single Shafts
Capacity to Resist Uplift and Downdrag
Lateral Load Capacity of Single Shafts
Capacity of Shaft Groups
Section II Driven Piles
Effects of Pile Driving
Vertical Capacity of Single Driven Piles
Lateral Load Capacity of Single Piles
Capacity of Pile Groups
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[...] Chapter 6 Bearing Capacity Section I Failure Modes Intact Rock Mass Jointed Rock Mass Layered Rock Mass Highly Fractured Rock Masses Secondary Causes of Failure Section II Methods for Computing Bearing Capacity Analytical Methods Bearing Capacity Equations Eccentric Load on a Horizontal Foundation Section III Allowable Bearing Capacity Value Structural Limitations Section IV Treatment Methods Effective Unit Weight Foundation Depth [...]