Titlebook: Design of Deep Braced Excavation and Earth Retaining Systems Under Complex Built Environment; Theories and Case St Wengang Zhang,Hanlong Li

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Freiwilliges Verhalten am Arbeitsplatz excavation depth and scale in urban areas, the magnitude and extent of ground settlement increases, which frequently damages the adjacent buildings and infrastructures. This chapter contains studies on interactions between braced excavations and urban infrastructure systems including the slope, pil

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Theoretisch-konzeptioneller Bezugsrahmen,nearby. Consequently, in Singapore, for deep excavation projects, stiff diaphragm walls and bored pile walls with multiple strut levels are commonly used to minimize lateral wall movement and ground settlement, even in fairly stiff residual soil deposits.

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https://doi.org/10.1007/978-3-531-90043-8One of the key concerns in constructing an underground facility within a built-up environment is the impact of the associated ground movements on adjacent buildings [1]. For excavations in ground that comprises of thick soft clays overlying stiff clay, braced walls are usually used to minimize ground movements.

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Thomas Gensicke,Sibylle Picot,Sabine GeissThe excavation process causes unloading in the surrounding soil and ground settlement. Unfavorable ground movements result in detrimental effects on adjacent infrastructures, such as buildings, pipelines, roads, bridges, and tunnels.

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