Three-Dimensional Elasto-Plastic Analysis of Delhi Metro Underground Tunnels under Seismic Loading

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Shakya Rahul; Singh Manendra

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Journal Paper

Paper Information

Journal: JOURNAL OF MINING AND ENVIRONMENTAL (INTERNATIONAL JOURNAL OF MINING & ENVIRONMENTAL ISSUES) Year:2024 | Volume:15 | Issue:2 Page(s): 401-417

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Information Journal Paper

Title

Three-Dimensional Elasto-Plastic Analysis of Delhi Metro Underground Tunnels under Seismic Loading

Author(s)

Shakya Rahul | Singh Manendra | Issue Writer Certificate

Keywords

Underground tunnelQ4

FEMQ4

PLAXIS 3DQ4

DMRCQ4

Abstract

Due to the critical nature of seismic risk in metro tunnels, the seismic response of Underground tunnels is a highly delicate topic. The seismic response of a sub-surface structure depends more on the properties of the surrounding ground and the induced earth deformation during an earthquake than on the structure's inertial properties. This paper examines the seismic response of a typical section of the Underground tunnel of Delhi Metro Rail Corporation (DMRC) between Rajiv Square and Patel Square in New Delhi's Connaught Place. Three-dimensional elasto-plastic analysis of Delhi metro Underground tunnels under the seismic loading has been performed by finite element method using the PLAXIS 3D software. Additionally, the influence of various boundary conditions on the dynamic response of metro tunnels has been examined. A comparison of the three-dimensional analysis with the two-dimensional plane-strain analysis has also been made. Horizontal displacements were experienced maximum compared to the longitudinal and vertical displacements in the soil-tunnel system. In dynamic analysis, the absorbent boundary is much more effective in controlling the displacements and the induced acceleration than the elementary boundary or the free-field boundary.

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