Available OnDemand

Numerical study of underground stations is a challenging work. In this design, the influence of the temporary phase during construction and the permanent stage on the service life must be determined. PLAXIS 2D is useful for the FEM analysis of a metro station's staged construction. PLAXIS is also very useful for analysis and stability of diaphragm wall and in determining the influence of locked-in forces during temporary stage. Both top-down and bottom-up methodologies can be thoroughly analyzed. 

What the webinar will highlight: 

  • Modelling of staged construction of an underground metro station. (Top-down and bottom-up methodology)​
  • Analysis of the results and deciding the embedment depth requirement.​
  • Stability analysis during excavation

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Webinar Presenters

soumyadeep roy

Soumyadeep Roy

Deputy General Manager – Geotechnical
Egis Design Centre India Pvt. Ltd.

Soumyadeep Roy is an expert in the specialized field of underground metro station design, TBM tunneling, and NATM. Currently serving as Deputy General Manager - Geotechnical at Egis Design Centre India Pvt. Ltd., he boasts nine years of invaluable experience in crafting innovative designs for underground metro stations and tunnels across diverse projects in India and abroad. He has worked on a variety of complicated projects for several authorities in India, including DMRC, GMRC, MMRCL, KMRCL, and UPMRC, as well as projects in Poland and Dhaka metro.

Rohan Rajendra Deshmukh

Dr. Rohan Deshmukh

Product Sales Engineer
Bentley Systems

Dr. Rohan is expert in Geotechnical engineering and geosynthetics. He has a Bachelor’s Degree in Civil Engineering and Master’s Degree in Geotechnical Engineering. He has done Ph.D. on the topic ‘Field and Numerical Evaluation of Geosynthetic Reinforced Flexible Pavement.’ He has awarded with 'iGrip-2023 Doctoral research award (Best Thesis Award)’ from IIT, Gandhinagar.

He has presented and published papers in several international journals and conferences. He is also a Life Member of Indian Geotechnical Society.