Three-Dimensional Physical Modeling of Response of Existing Metro Tunnel to Pile Loading in Delhi Silt in India

Author:

Mahajan Sumeet1,Sharma Aishwary2,Ayothiraman Ramanathan3ORCID,Sharma Krishan Gopal4

Affiliation:

1. Senior Deputy General Manager, RITES Ltd., RITES Bhawan 1, Sector 29, Gurgaon, Haryana 122001, India.

2. Formerly, Master’s Student, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi 110016, India.

3. Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi 110016, India (corresponding author). ORCID: .

4. Formerly, Emeritus Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi 110 016, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. AAD (Advanced Aluminium Design). 2017 “Properties of aluminium.” Advanced Aluminium Design LTD website. Accessed March 18 2017. https://www.aadl.co.uk/aluminium-extrusion-design-tips/.

2. Ayothiraman R. and S. Arunkumar. 2011. “Influence of vertical pile loading on existing tunnel lining in soft clay.” In Proc. 14th Australasian Tunnelling Conf. 1–13. Caltron VIC Canada: AusIMM.

3. Benton L. J. and A. Phillips. 1991. “The behavior of two tunnels beneath a building on piled foundation. Deformation of soils and displacements of structures.” In Proc. 10th European Conf. on Soil Mechanics and foundation Engineering 665–668. Rotterdam Nethersland: Balkema.

4. Analysis of stresses induced in an old deep tunnel by pile driving from the surface

5. Chung K. H. R. J. Mair and C. K. Choy. 2006. “Centrifuge modelling of pile-tunnel interaction.” In Proc. 6th Int. Conf. on Physical Modelling in Geotechnics 1151–1156. Boca Raton FL: CRC Press.

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