Chester I. Duncan

Soils and Foundations for Architects and Engineers (eBook, PDF)

• Format: PDF

Produktbeschreibung

Soils and Foundations for Architects and Engineers provides in-depth, yet simplified, information on the more commonly encountered aspects of soils mechanics and foundations. It also redefines and clarifies many frequently misunderstood aspects of soil mechanics and foundations such as the actual failure mode of footing due to excessive vertical or lateral pressure theory and the effect of groundwater.

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Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.

Produktdetails

• Verlag: Springer US
• Seitenzahl: 362
• Erscheinungstermin: 29. Juni 2013
• Englisch
• ISBN-13: 9781475765458
• Artikelnr.: 44172985

Inhaltsangabe

1 Classification of Soils.- 2 Physical Properties of Soils.- 3 Subsurface Soil Exploration.- 4 Shear Strength of Soils.- 5 Allowable Soil Bearing Pressure.- 6 Settlement Analysis.- 7 Spread Footings.- 8 Piles, Piers And Caissons.- 9 Lateral Earth Pressure.- 10 Walls-construction Details.- 11 Walls-design Considerations.- 12 Soil Compaction.- 13 Expansive Clay.- 14 Characteristics of Rock.- Appendix A A Discussion of Shear-friction.- A-1. General Considerations.- A-2. Development of Reinforcing.- A-3. Closing Comments.- Appendix B Shear Key Analysis.- B-1. Typical Shear Key Details.- B-2. Typical Load Requirements.- B-3. Shear Key Theory of Design.- B-4. Recommended Shear Key Dimensions.- B-5. Recommended Transfer Force.- Appendix C Pressure Distribution Within A Soil Mass.- C-1. General Observations.- C-2. Pressure Induced at Any Point by A.- Concentrated Load.- C-3. Pressure Induced at Any Point by A Circular.- Load.- C-4. Pressure Induced at A Corner by A.- Rectangular Load.- C-5. Pressure Induced at Any Point by A.- Rectangular Load.- C-6. Sample Problems.- Appendix D Slab On Ground-nonexpansive Soil.- D-1. Introduction.- D-2. Construction As A Function of Climate.- D-3. General Details.- D-4. Reinforcing Steel.- D-5. Stone Base.- D-6. Finishing.- D-7. Ground Water.- Appendix E Dowels For Load Transfer Into Footings.- E-I. General Considerations.- E-2. Length Requirements.- E-3. The Use of Hooks.- E-4. Size Limitations to the Use of Dowels.- E-5. Size Substitution-compression Bars.- Appendix F Buoyancy.- F-I. General.- F-2. Sample Problems.- G-1. Introduction.- G-2. The Mathematics of Tan ?.- Appendix H The Mathematics of Mohr's Circle.- H-1. Proof That the Locus of Points in Figure 4-5 is A Circle.- H-2. Proof That the Central Angle Bcd in Figure 4-6 Equals2i.- References.