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Pile design and construction rules of thumb /
A complete reference covering virtually every aspect of the subject of pile design.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Burlington, MA :
Elsevier/Butterworth-Heinemann,
©2008.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Rajapakse, Ruwan. | |
| 245 | 1 | 0 | |a Pile design and construction rules of thumb / |c Ruwan Rajapakse. |
| 260 | |a Burlington, MA : |b Elsevier/Butterworth-Heinemann, |c ©2008. | ||
| 300 | |a 1 online resource (vi, 444 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 504 | |a Includes bibliographical references and index. | ||
| 505 | 0 | |a Cover -- Table of Contents -- Preface -- PART 1: Introduction to Pile Selection -- Chapter 1 Site Investigation and Soil Conditions -- 1.1 Literature Survey -- 1.2 Site Visit -- 1.3 Subsurface Investigation -- 1.4 Soil Types -- 1.5 Design Parameters -- 1.6 Selection of Foundation Type -- Chapter 2 Pile Types -- 2.1 Timber Piles -- 2.2 Steel H-Piles -- 2.3 Pipe Piles -- 2.4 Precast Concrete Piles -- 2.5 Casing Removal Type -- 2.6 Precast Piles with Grouted Base -- 2.7 Mandrel-Driven Piles -- 2.8 Composite Piles -- 2.9 Fiber-Reinforced Plastic Piles (FRP Piles) -- Chapter 3 Selection of Pile Type -- CASE 1 -- CASE 2 -- CASE 3 -- PART 2: Design of Pile Foundations -- Chapter 4 Pile Design in Sandy Soils -- 4.1 Equations for End Bearing Capacity in Sandy Soils -- 4.2 Equations for Skin Friction in Sandy Soils -- 4.3 Pile Design Using the Meyerhof Equation (Correlation with SPT (N) -- 4.4 Modified Meyerhof Equation -- 4.5 Parameters that Affect the End Bearing Capacity -- 4.6 Critical Depth for Skin Friction (Sandy Soils) -- 4.7 Critical Depth for End Bearing Capacity (Sandy Soils) -- Chapter 5 Pile Design in Clay Soils -- 5.1 Shear Strength (Clays) -- 5.2 Cohesion in Clay Soils -- 5.3 End Bearing Capacity in Clay Soils (Different Methods) -- 5.4 Skin Friction in Clay Soils (Different Methods) -- 5.5 Bored Piles in Clay Soils -- 5.6 Case Study: Foundation Design Options -- 5.7 Maximum Allowable Pile Loads -- Chapter 6 Pile Design: Special Situations -- 6.1 Timber Pile Design -- 6.2 Case Study-Bridge Pile Design (Timber Piles) -- 6.3 Auger Cast Pile Design (Empirical Method) -- 6.4 Capacity of Grouted Base Piles -- 6.5 Case Study: Comparison between Bored Piles and Driven Piles -- 6.6 Case Study: Friction Piles -- 6.7 Open-End Pipe Pile Design-Semi-empirical Approach -- 6.8 Design of Pin Piles-Semi-empirical Approach -- 6.9 Recommended Guidelines for Pile Design -- 6.10 ASTM Standards for Pile Design -- 6.11 Case Study: Prestressed Concrete Piles -- 6.12 Driving Stresses -- 6.13 Maximum Allowable Driving Stresses -- 6.14 Uplift Forces -- 6.15 Load Distribution-Skin Friction and End Bearing -- Chapter 7 Design of Caissons -- 7.1 Design of Caissons -- 7.2 Construction Methodology of Caissons (Dry Method) -- 7.3 Caisson Inspection in Soil -- 7.4 Meyerhof Equation for Caissons -- 7.5 Caisson Design for Uplift Forces -- 7.6 Caisson Design in Sandy Soils -- 7.7 Belled Caisson Design -- 7.8 Settlement of Caissons -- Chapter 8 Design of Pile Groups -- 8.1 Introduction -- 8.2 Eccentric Loading on a Pile Group -- 8.3 Double Eccentricity -- 8.4 Pile Groups in Clay Soils -- Chapter 9 Pile Settlement -- 9.1 Pile Settlement Measurement -- 9.2 Stiffness of Single Piles -- 9.3 Settlement of Single Piles (Semi-empirical Approach) -- 9.4 Pile Settlement Comparison (End Bearing vs. Floating) -- 9.5 Critical Depth for Settlement -- 9.6. | |
| 588 | 0 | |a Print version record. | |
| 520 | |a A complete reference covering virtually every aspect of the subject of pile design. | ||
| 590 | |a Knovel |b ACADEMIC - Civil Engineering & Construction Materials | ||
| 650 | 0 | |a Piling (Civil engineering) | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Structural. |2 bisacsh | |
| 650 | 7 | |a Piling (Civil engineering) |2 fast |0 (OCoLC)fst01064079 | |
| 653 | 0 | |a Geotechnical engineering |a pile design |a construction | |
| 653 | 0 | |a Structures |a Foundations |a Piles | |
| 776 | 0 | 8 | |i Print version: |a Rajapakse, Ruwan. |t Pile design and construction rules of thumb. |d Burlington, MA : Elsevier/Butterworth-Heinemann, ©2008 |z 9780750687638 |z 0750687630 |w (DLC) 2008272880 |w (OCoLC)222668120 |
| 856 | 4 | 0 | |u https://appknovel.uam.elogim.com/kn/resources/kpPDCRT002/toc |z Texto completo |
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