Ground and Pile-Group Responses Due to Tunnelling

In urban areas, where many of the high-rise buildings are supported by pile foundations, the number of soft- ground tunnels has increased rapidly during recent years. To minimize the risk of damage as a result of tunnel construction the engineer who designs a tunnel needs to be able to make reliable...

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Veröffentlicht in:	SOILS AND FOUNDATIONS 2001/02/15, Vol.41(1), pp.57-67
Hauptverfasser:	Loganathan, N., Poulos, H.G., Xu, K.J.
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences boundary element method Buildings. Public works Earthwork. Foundations. Retaining walls Exact sciences and technology Geotechnics ground deformation ground loss pile-group response soft ground Structure-soil interaction tunnelling (IGC: E2/E13/H5) Tunnels, galleries
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