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Rock grouting and diaphragm wall construction /
The foundation of structures and the construction of underground railways in urban areas would be impossible without the use of diaphragm walls, grouting, anchors, micropiles, slender retaining walls, etc. Based on the author's own experience and taking into account the findings of various othe...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés Checo |
| Publicado: |
Amsterdam ; New York : New York :
Elsevier ; Distribution for the USA and Canada, Elsvier Science Pub. Co.,
1989.
|
| Colección: | Developments in geotechnical engineering ;
55. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
Tabla de Contenidos:
- Front Cover; Rock Grouting and Diaphragm Wall Construction; Copyright Page; Preface; Table of Contents; List of used designations; Chapter 1. The history of grouting; Chapter 2. Drilling operations; 2.1 Excavation of boreholes in hard rock; 2.2 Rotary drilling equipment; 2.3 Equipment for rotary percussive drilling; 2.4 Drilling in loose soils; 2.5 Borehole deviation; 2.6 Drilling boreholes for grouting at the back of tunnel lining. Pneumatic hammer drills; 2.7 Drilling boreholes for grouting concrete and masonry; Chapter 3. Grouting in hard rock; 3.1 Criteria of admissible permeability
- 3.2 Equipment for hydraulic tests and for grouting3.3 Depth of trial grouting boreholes; 3.4 Hydraulic tests; 3.5 Grouting tests; 3.6 Design of a grout curtain; 3.7 Operational grouting; 3.8 Evaluation of grouting operations; 3.9 Checking of grouting operations; 3.10 Effect of blasting on grouting operations; Chapter 4. Grouting loose soils; 4.1 Grouting methods in loose soils; 4.2 Grouted medium; 4.3 Grouting mixes; 4.4 Equipment for grouting boreholes; 4.5 Grouting operations; 4.6 Grouting operation checks; Chapter 5. Grouting in tunnel construction
- 5.1 Consolidation of loose soils to facilitate the excavation of tunnels5.2 Improving the geotechnical characteristics of rocks by prestressing; 5.3 Reinforcing the rock in a tunnel vault; 5.4 Grouting at the back of lining; 5.5 Repairing old tunnels; 5.6 Sealing the joints in the lining of Underground tunnels; 5.7 Filling the space between armouring and concrete; Chapter 6. Grouting and improving the condition of structures or rocks; 6.1 Repairing masonry; 6.2 Repairing fissures or construction joints in concrete; 6.3 Repairing damaged insulation
- 6.4 Improving the geotechnical characteristics of soil6.5 Improving the stability of landslides by grouting; 6.6 Repairing damaged clay sealing of earth dams; 6.7 Increasing load-bearing capacity of piles by grouting; Chapter 7. Grouting the expansion joints in arch dams; Chapter 8. Grouting of anchors and micropiles; Chapter 9. Diaphragm walls; 9.1 Clay mud; 9.2 Purpose of diaphragm walls; 9.3 Earth pressure; 9.4 Excavating machines; 9.5 Excavation of unsheeted trenches; 9.6 Concreting diaphragm walls; 9.7 Filling for diaphragm walls; 9.8 Precast diaphragm walls; 9.10 Slender bracing walls
- 9.11 Drainage wallsChapter 10. Practical examples; 10.1 Grouting of hard rocks; 10.2 Grouting of loose soils; 10.3 Filling cavities and caverns; 10.4 Diaphragm walls; 10.5 Precast diaphragm walls; 10.6 Sealing diaphragm wall at Pferov (Czechoslovakia); 10.7 Sealing and consolidation of soil at the Presenzano-Caserta hydroelectric power station (Italy); References; Index