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Response of piled buildings to the construction of deep excavations /
Deep excavations in densely populated urban areas around the world pose specific challenges due to the increasingly complex conditions in which they are undertaken. The construction of underground car parks, cellar storage areas and major infrastructure in deep excavations helps to preserve the qual...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Autor Corporativo: | |
| Formato: | Tesis Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam :
IOS Press,
2013.
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| Colección: | Deltares select series ;
vol. 13. |
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Title Page; Contents; Chapter 1. Introduction; Underground construction in densely populated areas; Failure costs in underground construction; Deep excavations in soft soil conditions; Scope and objective of this research; Research questions; Project cooperation; Outline thesis; Chapter 2. Literature Review; Introduction; Deep excavations; Empirical methods, all construction activities combined; Empirical methods, effect of excavation and installation; Semi-empirical methods, shape of settlement trough due to excavation; Predicting displacements due to installation of diaphragm walls.
- Building behaviourCauses of damage in buildings; Classification of damage; Criteria for damage to buildings; Limiting tensile strain method; Interaction soil
- building for shallow foundations; Introduction; The effect of building stiffness; The effect of building weight; The effect of the interface between building and soil; The response of pile foundations near deep excavations; Pile behavior; Response of piles to tunneling; Response of piles to deep excavations; Summary of literature; Green field displacements; Building deformations and damage; Soil-structure interaction.
- Chapter 3. Previous Case HistoriesIntroduction; Chater Station, Hong Kong (Davies and Henkel, 1982); Situation; Effects of the construction; Final deformations and damage; Conclusion from Chater station case history; KPE Singapore (Lee et al., 2007); Introduction; Damage prediction and results; Conclusion from Lee et al. (2007) case history; Excavation next to Xavier Warde School, Chicago (Finno et al., 2002); Situation and construction works; Deformations and building damage; Conclusion from Xavier Warde School case history; Willemspoortunnel
- White House Rotterdam.
- Introduction and soil conditionsDetails of the White House building; Construction characteristics for Willemspoortunnel; Response of the 'White House'; Conclusions; Conclusions from previous case histories; Chapter 4. Field Data North South Line; Introduction; Soils characteristics; Geology and geohydrology; Soil profile; Soil parameters; Subsidence in Amsterdam; Building characteristics; Buildings in Amsterdam; Typical timber foundations; Foundation quality assessment method Amsterdam; Pile capacity and load-settlement behavior; Rokin Station; History; Station overview; Cross sections.
- Diaphragm wall and excavation supportsBuildings around Rokin Station; Construction activities and timelines; Vijzelgracht Station; Station overview; Cross section 12197; Cross section 12270; Diaphragm wall and excavation supports; Buildings around Vijzelgracht Station; Construction activities and timelines; Incidents; Ceintuurbaan Station; Station overview; Cross section 13044; Cross section 13110; Diaphragm wall and excavation supports; Building characteristics around Ceintuurbaan Station; Construction activities and timelines; Monitoring System; Introduction monitoring system.