Jitendra Sharma

 Jitendra Sharma

Jitendra Sharma

  • Courses3
  • Reviews13

Biography

University of Saskatchewan - Engineering

Professor and Founding Chair, Civil Engineering at Lassonde School of Engineering
Higher Education
Jitendra
Sharma, PhD, PEng
Toronto, Canada Area
Experienced Geotechnical Engineer with a demonstrated excellence in teaching, research, professional practice, and academic administration. Highly skilled in experimental, numerical and mathematical geotechnical modelling, soil mechanics, foundation engineering, technology-enhanced engineering education.


Experience

  • Queen Mary University of London

    Lecturer

    Jitendra worked at Queen Mary University of London as a Lecturer

  • ETH, Swiss Federal Institute of Technology, Zurich

    Senior Research Fellow

    Development of on-line educational tools; geotechnical engineering research; centrifuge modelling; numerical modelling; outreach.

  • Lassonde School of Engineering

    Professor of Geotechnical Engineering

    I completed my 5-year term as the Inaugural Department Chair of Civil Engineering at Lassonde School of Engineering, York University (from Jul 1 , 2013 to Jun 30, 2018). I look forward to my teaching, research, and professional practice in my capacity as Professor of Geotechnical Engineering.

  • Lassonde School of Engineering

    Professor and Founding Chair, Civil Engineering

    Establishing and leading a brand new Civil Engineering department; engineering education; administration; research.

  • Nanyang Technological University

    Professor

    Geotechnical engineering teaching, research and specialized consulting.

  • University of Saskatchewan

    Professor

    Geotechnical engineering teaching, research and specialized consulting; education administration; development of on-line educational tools.

Education

  • Indian Institute of Technology, Kanpur

    M.Tech.

    Geotechnical Engineering

  • University of Mumbai

    B.Eng.

    Civil Engineering

  • University of Cambridge

    Ph.D.

    Geotechnical Engineering

Publications

  • Effect of Hysteresis of Soil-Water Characteristic Curves on Infiltration under Different Climatic Conditions

    Canadian Geotechnical Journal, 10.1139/cgj-2015-0004

    This paper presents the results of a numerical modelling exercise to investigate the role of the hysteresis of soil-water characteristic curve (SWCC) on the infiltration characteristics of soils subjected to four different climatic conditions from very dry to wet within the Canadian province of Alberta. Multi-year climate datasets from four different natural regions and sub-regions of Alberta are compiled and classified and applied as the soil-atmosphere boundary condition in one-dimensional finite element unsaturated flow models using the Hydrus-1D software. Multiyear simulations are carried out with and without the consideration of SWCC hysteresis. Simulation results are analyzed in terms of water balance at the ground surface and temporal distribution and storage of water within the soil domain. It is demonstrated that the hysteresis of SWCC can significantly affect the prediction of flow, redistribution and storage of water in the unsaturated zone. It is found that for soils that exhibit hysteretic SWCC, consideration of hysteresis in unsaturated flow modelling results in prediction of lower infiltration and less movement of water through the soil. It is also found that the use of wetting parameters results in prediction of increased infiltration and movement of water compared with the predictions using the drying or hysteretic parameters. It is concluded that, for soils that exhibit greater degree of SWCC hysteresis, it is important to measure both the drying and the wetting branches of the SWCC accurately and that accurate simulation of hysteretic behaviour requires climate datasets at appropriate resolution. The results presented in this paper highlight the importance of considering SWCC hysteresis for a wide range of geotechnical problems, such as soil cover design, prediction of groundwater recharge, contaminant transport through unsaturated soils, soil erosion, slope stability, and swelling/shrinkage of expansive soils.

Positions

  • Canadian Geotechnical Society

    Chair, Soil Mechanics and Foundations Division

  • Canadian Geotechnical Society

    Chair, Soil Mechanics and Foundations Division

  • Canadian Geotechnical Society

    Chair, Soil Mechanics and Foundations Division

  • Canadian Geotechnical Society

    Chair, Soil Mechanics and Foundations Division

  • Canadian Geotechnical Society

    Chair, Soil Mechanics and Foundations Division

  • Canadian Geotechnical Society

    Chair, Soil Mechanics and Foundations Division

  • Canadian Geotechnical Society

    Chair, Soil Mechanics and Foundations Division

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