A Parametric Study on Effects of Basement Excavation and Foundation Loading on Underground Metro Tunnel in Soil

Author:

Mahajan Sumeet,Ayothiraman RamanathanORCID,Sharma K. G.

Funder

Science and Engineering Research Board

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference56 articles.

1. Peck RB (1969) Deep excavations and tunneling in soft ground. In: Proceedings of the 7th international conference on soil mechanics and foundation engineering. State of the art volume. Societal Mexican de Mechanical de Solos, AC1969, pp 225–290

2. Juneja A, Hegde A, Lee FH, Yeo CH (2010) Centrifuge modelling of tunnel face reinforcement using forepoling. Tunn Undergr Space Technol 25(4):377–381

3. Kitiyodom P, Matsumoto T, Kawaguchi K (2005) A simplified analysis method for piled raft foundations subjected to ground movements induced by tunneling. Int J Numer Anal Meth Geomech 29:1485–1507

4. Vineetha K, Boominathan A, Banerjee S (2017) TBM- ground interaction modeling. In: 19th international conference on soil mechanics and geotechnical engineering, pp 3311–3314

5. Loganathan N (2011) An innovative method for assessing tunnelling-induced risks to adjacent structures, PB 2009 William Barclay Parsons Fellowship Monograph 25

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