Info
- Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.
Soils and Foundations for Architects and Engineers [[electronic resource] /] / edited by Chester I. Duncan
| Soils and Foundations for Architects and Engineers [[electronic resource] /] / edited by Chester I. Duncan |
| Autore | Duncan Chester I. <1925-> |
| Edizione | [2nd ed. 1998.] |
| Pubbl/distr/stampa | New York, NY : , : Springer US : , : Imprint : Springer, , 1998 |
| Descrizione fisica | 1 online resource (XXI, 408 p.) |
| Disciplina | 624 |
| Soggetto topico |
Civil engineering
Architecture Civil Engineering Architecture, general |
| ISBN | 1-4615-5417-9 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | 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 Equals 2i -- References. |
| Record Nr. | UNINA-9910789209403321 |
Duncan Chester I. <1925->
|
||
| New York, NY : , : Springer US : , : Imprint : Springer, , 1998 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Soils and Foundations for Architects and Engineers / / edited by Chester I. Duncan
| Soils and Foundations for Architects and Engineers / / edited by Chester I. Duncan |
| Autore | Duncan Chester I. <1925-> |
| Edizione | [2nd ed. 1998.] |
| Pubbl/distr/stampa | New York, NY : , : Springer US : , : Imprint : Springer, , 1998 |
| Descrizione fisica | 1 online resource (XXI, 408 p.) |
| Disciplina | 624 |
| Soggetto topico |
Civil engineering
Architecture Civil Engineering |
| ISBN | 1-4615-5417-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | 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. |
| Record Nr. | UNINA-9910962854303321 |
|
Duncan Chester I. <1925->
|
||
| New York, NY : , : Springer US : , : Imprint : Springer, , 1998 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||