Titlebook: Deep Foundations for Infrastructure Development in India; Proceedings of DFI-I Boominathan Adimoolam,Anirudhan I. V.,Amit Prashan Conferenc

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Challenges of Earthen Cofferdam in Deep Excavations for Waterfront Structures, a Case Study(39 ft) deep excavation was made to construct the intake well. The natural soil profile at this location is clay followed by rock. An earthen Cofferdam of a maximum height of 7 m (23 ft) was made around the periphery of the excavation. Cofferdam embankment and excavation slopes were analysed using t

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Realistic Estimation of Water Table Depth for Design Optimisation of Bored Tunnel and Cut and Cover n space congestion problem in mass rapid transit system. Therefore, it is necessary to accurately design underground structures with realistic assumptions and considerations of design parameters like site geotechnical data, water table, surcharge load, etc. Over-conservative approach provides not on

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https://doi.org/10.1007/978-1-4842-6180-4im of conserving surface space for various reasons and for strategic purposes. However, construction of underground structures continues to be expensive, with project cost rising rapidly and often significantly exceeding the preconstruction estimate. One of the most desirable and optimistic ways to

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