Altaf Usmani

Deputy General Manager - Technical

Engineers India Ltd.

Dr. Altaf Usmani, alumnus of IIT Delhi completed his Ph.D. in 2007 and is presently  working as Group Head, Design in Underground Energy Storage Group, at Engineers India Limited, New Delhi. With  a vast experience of around 20 years, Dr. Usmani has successfully designed largest underground cavern projects for storage of Crude oil and LPG gas in India. Dr. Usmani is presently working toward developing underground storage solutions for Green Hydrogen, Natural Gas and Carbon Sequestration as part of the measures towards Net Zero initiatives of Government of India. 


Dr. Altaf Usmani is recipient of several awards; IGS Delhi Chapter Young Geotechnical Engineer Award 2010, Disaster Risk Reduction Award (DRR) 2024 in Disaster Preparedness Category from World Congress on Disaster Management (WCDM), Outstanding Contribution to Rock Mechanics Award 2025 from ISRMTT and several Best Paper Awards. Dr. Altaf Usmani has authored vast number of papers in international/national journals and conferences covering various challenges in the field of soil and rock mechanics and has also authored an exclusive book on Underground Storage Technologies. Dr. Usmani has delivered several invited lectures at national and international conferences in India and abroad. Dr. Usmani is appointed member of TC 204 of ISSMGE on “Underground Construction in Soft Ground” from India and Technical Member of International Society of Rock Mechanics “Commission on Ultra Deep Rock Mechanics and Engineering (UDRM)”, Technical member from India. Dr. Usmani is actively involved in BIS Code Committee CED 48 Rock Mechanics and is also the Chairman of Indian Geotechnical Society, Delhi Chapter.

Participates in

TECHNICAL PROGRAMME | Energy Infrastructure

Pipelines, Storage and SPRs
Forum 08 | Technical Programme Hall 2
28
April
10:00 11:30
UTC+3
Energy storage technologies are evolving rapidly, driven by the need for efficient and sustainable solutions. Large-scale underground energy storage solutions are pivotal for managing energy resources efficiently, especially as we transit towards renewable resources and low carbon emitting solutions. With increase in global concerns towards changes in patterns of energy usage; from hydrocarbons to green energy, mass scale storage requirements are also adding up challenges to create safe and secured repositories. Underground storage solutions for various type of liquids and gases, varies as per their storage states under ambient temperature conditions. Underground storage solutions are tailored for hydrocarbons and other gaseous products as per their behaviour under storage temperature conditions as it influences the design and engineering aspects of storage systems. Thus, selection of a mass scale storage solution and its functionality beneath the surface depends on many factors such as temperature, pressure, volume, and the chemical properties of the substance. 

Underground mass storage solutions can be achieved in form of unlined rock caverns and lined rock cavern systems. Unlined rock caverns are sealed within the rock cavity under the umbrella of outside static water pressure head, for liquids and gases that can be stored in liquid state under ambient temperature conditions. However, technical requirements; depth, overburden and storage chamber design can vary depending upon whether the stored product is crude oil or LPG.  High pressurised compressed  gases; Natural Gas, Hydrogen and other similar products can also be stored in underground rock caverns; however, the system requirement changes to a more innovative emerging technique of lined rock caverns. This storage system ensures storability of compressed gases at shallower depths, providing high deliverability and turnover rates, underscoring its adaptability to diverse geological conditions along with offering flexibility for future expansion.

This paper presents a case study focused on Lined Rock Cavern (LRC) technology to assess structural performance and stability of underground storage system for varying pressure requirements of up to 200 bars. The findings from the study highlights vital requirements to be considered for carrying out design and engineering of lined rock caverns structures along with associated risk and challenges. Numerical analysis studies demonstrate that internal pressure significantly influences deformation and stress distributions of rock mass and associated concrete lining structure .Technical findings summarised as part of this study critically analyses feasibility of these storage systems for storing compressed gases for pressures varying from 50 to 200 bars.