WELCOME TO CENTER OF UNDERGROUND SPACE TECHNOLOGY (CUST)

Leading research in tunneling and underground technologies

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About CUST

The Center of Underground Space Technology (CUST) was established by the Syndicate of IUBAT on September 3, 2024. The center aims to provide a platform for research, learning, and teaching in the field of underground space technology. Its primary focus is on reducing the risk of failure in underground structures caused by natural hazards. Additionally, CUST seeks to assist the government of Bangladesh in strengthening and maintaining underground structures across the country, helping to prevent failures related to such hazards.

Aims of CUST at IUBAT

  • To strengthen the capacity of professionals in the field of tunneling and trenchless technology.
  • To strengthen other local and foreign agencies in the above-mentioned fields through training.
  • To promote underground space technology by disseminating information and knowledge.
  • To promote collaboration with other national and international universities and research organizations.
  • To conduct research.

Administration & Management

The administration and management of the Center is vested in a Board of Advisors (BOA), with the Vice-Chancellor of IUBAT serving as the chief patron. The Research and Academic Committee (RAC), which includes the Director, Coordinator, all Professors, Associate Professors, Assistant Professors, and other members as outlined in the rules and regulations of CUST at IUBAT, is responsible for overseeing the academic, research, and training programs.

Research Activities

The key strength of CUST at IUBAT lies in its extensive research activities in tunneling and trenchless technologies. CUST at IUBAT will collaborate with a wide range of national and international organizations on various research projects. These collaborations will enable CUST to leverage diverse expertise, resources, and networks to address the complex challenges in tunneling and trenchless technology.

Publications

  • Haque, M.F., & Ansary, M.A. (2024). Seismic performance of concrete tunnel–sand–pile interaction by the shake table test. Deep Undergr Sci Eng, 1–21. doi:10.1002/dug2.12123
  • Haque, M.F. (2024). Predicting seismic sustainability for a complex CHESST interaction by AHP using LWST. Journal of Safety and Sustainability, 1–14. https://doi.org/10.1016/j.jsasus.2024.07.001
  • Haque, M.F., Ansary, M.A., & Santo, S.A. (2024). Seismic Response of Tire-Derived Aggregate Mixed Tunnel-Sand-Pile Interaction Model. Transp. Infrastruct. Geotech., 11, 2727–2763. https://doi.org/10.1007/s40515-024-00389-4
  • Haque, M.F. (2024). Incremental Power-Based Seismic Analysis: An Application to the Tunnel-Soil-Pile Interaction Model. J. Vib. Eng. Technol.. https://doi.org/10.1007/s42417-024-01352-w
  • Haque, M.F., & Ansary, M.A. (2024). Analytical formulations of tunnel–soil–pile interaction under seismic excitations. Earthq Eng Resil., 3, 72–104. doi:10.1002/eer2.67
  • Haque, M.F., & Ansary, M.A. (2024). Concrete tunnel-pile interaction in local sand of Bangladesh under dynamic loading. Arab J Geosci, 17, 137. https://doi.org/10.1007/s12517-024-11947-y
  • Haque, M.F. (2024). Analytical solution of Tunnel-Soil-Tunnel (TST) interaction under seismic excitation. Geomechanics and Geoengineering, 19(4), 652–667. DOI: 10.1080/17486025.2023.2300474
  • Haque, M.F., & Ansary, M.A. (2024). Liquefiable Concrete Tunnel–Sand–Pile Interaction Response Under Seismic Excitations. Geotech Geol Eng, 42, 409–431. https://doi.org/10.1007/s10706-023-02580-9
  • Haque, M.F. (2023). Nonlinear anisotropic finite element analysis of liquefiable tunnel–sand–pile interaction under seismic excitation. Deep Undergr Sci Eng, 2(3), 275–285. doi:10.1002/dug2.12054
  • Haque, M.F., & Ansary, M.A. (2023). Seismically Evaluate Liquefaction-Induced Steel Tunnel–Sand–Pile Interaction (TSPI) Response. Journal of Earthquake and Tsunami, 17(5), 1–36. doi:10.1142/S1793431123500215
  • Haque, Md. F. (2023). Numerically liquefaction analysis of tunnel sand-pile interaction (TSPI) under seismic excitation. Geomechanics and Tunnelling, 16(2), 193–204. https://doi.org/10.1002/geot.202200062
  • Haque, M.F. (2022). Bi-directional effects on the tunnel-soil-pile interaction under seismic loadings. Journal of GeoEngineering, 17(3), 165–173. http://dx.doi.org/10.6310/jog.202209_17(3).5
  • Haque, M.F. (2019). Predicting the ground movement above a tunnel in Chittagong coastal area of Bangladesh under seismic loading. In *7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering*, 4312–4327.

Meet Our Team

Dr. Md. Foisal Haque
Dr. Md. Foisal Haque (PEng., SEng.)

Director, CUST

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Dr. Abdur Rab
Dr. Abdur Rab

Chief Patron, CUST

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Professor Selina Nargis
Professor Selina Nargis

Advisor, CUST

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Dr. Md. Monirul Islam
Dr. Md. Monirul Islam

Advisor, CUST

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Dr. Mehedi Ahmed Ansary
Dr. Mehedi Ahmed Ansary

Advisor, CUST

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Mr. Saif Ahmed Santo
Mr. Saif Ahmed Santo

Coordinator, CUST

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Contact Us

Center of Underground Space Technology (CUST) at IUBAT (International University of Business Agriculture and Technology),
4 Embankment Drive Road, Sector-10, Uttara Model Town, Dhaka-1230, Bangladesh.

Tel: (88 02) 55091801-5 | Fax: (880-2) 5895 2625