A Case Study of Protection for a Building Adjacent to Deep Excavation in Saturated Sandy Deposits
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9203-4_10
Reference21 articles.
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2. Bilotta E (2008) Use of diaphragm walls to mitigate ground movements induced by tunnelling. Géotechnique 58(2):143–155. https://doi.org/10.1680/geot.2008.58.2.143
3. Boscardin MD, Cording EJ (1989) Building response to excavation-induced settlement. J Geotech Eng 115(1):1–21. https://doi.org/10.1061/(ASCE)0733-9410(1989)115:1(1)
4. Ding LY, Wu XG, Li H, Luo HB, Zhou Y (2011) Study on safety control for Wuhan metro construction in complex environments. Int J Project Manage 29(7):797–807. https://doi.org/10.1016/j.ijproman.2011.04.006
5. Feng S, Lu S (2016) Failure of a retaining structure in a metro station excavation in Nanchang city, China. J Perform Constr Facil 30(4):04015097
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