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Design and Construction of Soil Anchor Plates.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Oxford :
Elsevier Science,
2014.
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover; Design and Construction of Soil Anchor Plates; Copyright Page; Contents; About the Authors; Preface; 1 Anchors; 1.1 Introduction; 1.2 Grouted Anchors; 1.3 Helical Anchors; 1.4 Anchor Plates; 1.5 Anchor Piles; 1.6 Irregular Shape Anchor as a Self-Driven Anchor; 1.7 Soil Anchor Applications; 1.8 Tie Down Structures; 1.9 Conclusion; References; 2 Anchor Plates; 2.1 Introduction; 2.2 Types of Anchor Plates; 2.2.1 Types of Anchor Plates Based on Applications; 2.2.1.1 Horizontal Anchor Plate; 2.2.1.2 Vertical Anchor Plate; 2.2.1.3 Inclined Anchor Plate.
- 2.2.2 Types of Anchor Plates Based on Shape Factor2.2.2.1 Square Anchor Plate; 2.2.2.2 Rectangular Anchor Plate; 2.2.2.3 Strip Anchor Plate; 2.2.2.4 Circular Anchor Plate; 2.3 Early Theories; 2.3.1 Cone Method (Mors's theory (1959) and Downs and Chieurzzi's theory (1966)); 2.3.2 Friction Method; 2.4 Construction of Anchor Plates; 2.5 Construction Problems; 2.6 Conclusion; References; 3 Horizontal Anchor Plates in Cohesionless Soil; 3.1 Introduction; 3.2 Basic Parameters; 3.3 Failure Mode; 3.3.1 Niroumand's Method; 3.4 Uplift Capacity for Horizontal Anchor Plates; 3.4.1 Mors's Theory (1959).
- 3.4.2 Friction Method3.4.3 Balla's Method; 3.4.4 Baker and Kondner's Method; 3.4.5 Mariupol'skii's Method; 3.4.6 Downs and Chieurzzi's Theory (1966); 3.4.7 Meyerhof and Adam's Method; 3.4.8 Vesic's Method; 3.4.9 Clemence and Veesaert Method; 3.4.10 Rowe and Davis's Method; 3.4.11 Koutsabeloulis and Griffiths's Method; 3.4.12 Remeshbabu's Method; 3.4.13 Frydman and Shaham's Method; 3.4.14 Related Works on Anchor Plates in Sand; 3.5 Uplift Capacity for Reinforced Anchor Plates; 3.6 Horizontal Anchor Plate Groupings; 3.7 Design Consideration; 3.8 Conclusion; References.
- 4 Horizontal Anchor Plates in Cohesive Soil4.1 Introduction; 4.2 Failure Pattern; 4.3 Uplift Capacity for Anchor Plates in Clay; 4.3.1 Meyerhof's Method; 4.3.2 Vesic's Method; 4.3.3 Das's Method; 4.3.4 Rowe and Davis's Method; 4.3.5 Saran's Method; 4.3.6 Additional Related Research; 4.4 General Remarks; 4.5 Conclusion; References; 5 Vertical Anchor Plates in Cohesionless Soil; 5.1 Introduction; 5.2 Vertical Anchors in Cohesionless Soil; 5.2.1 Rankine's Theory Regarding to Lateral Earth Pressure; 5.2.2 Teng's Theory.
- 5.3 Developments on Determination of Vertical Anchor Characteristics Embedded in Cohesionless Soil5.3.1 Evaluation of Ovesen and Storeman's (1972) Analysis; 5.3.2 Hueckel's Theory; 5.3.3 Ovesen and Stromann's Theory; 5.3.4 Evaluation of Meyerhof's Study (1965); 5.3.5 Evaluation of Biarez, Boucraut, and Negre's Study (1965); 5.3.6 Evaluation of Neely, Stuart, and Graham's Study (1965); 5.3.7 Evaluation of Kumar and Mohan Rao's Study (2002); 5.3.8 Evaluation of Bhattacharya and Kumar's Study (2012).