Soils and Foundations for Architects and Engineers

Häftad, Engelska, 2012

2 129 kr

Beställningsvara. Skickas inom 10-15 vardagar. Fri frakt för medlemmar vid köp för minst 249 kr.

Soils and Foundations for Architects and Engineers, Second Edition is a practical guide to the technology of soil mechanics and foundations, and the application of that technology to the design and construction process.

Produktinformation

Utgivningsdatum2012-09-27
Mått155 x 235 x 22 mm
Vikt658 g
FormatHäftad
SpråkEngelska
Antal sidor408
Upplaga2
FörlagSpringer-Verlag New York Inc.
ISBN9781461374749

Tillhör följande kategorier

Byggnadsteknik inom Naturvetenskap och teknik
Arkitektur inom Kultur

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.