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  • Phone Number
    +91-361- 258 2450

  • Email Address
    civiloff@iitg.ac.in

Baleshwar Singh

Baleshwar Singh

Professor
Ph.D. Indian Institute of Technology Delhi

0361-258 2411    baleshwar[at]iitg.ac.in

Research Area: *Marine Geotechnology *Modelling of Onshore & Offshore Foundations *Soil Stabilization & Ground Modification *Pavement Subgrade & Site Characterization


Personal Website | IRINS Profile

Education

  • Ph.D., Indian Institute of Technology Delhi
  • M.Tech., Indian Institute of Technology Kharagpur
  • B.Tech., Indian Institute of Technology Delhi

 

Research Areas

  • Soil Stabilization & Ground Modification
  • Modelling of Deep Foundations
  • Pavement Geotechnics
  • Marine Geotechnology & Offshore Foundations
  • Soil-Structure Interaction
  • Construction on Soft Soil Grounds

 

Courses Offered

  • Ground Improvement Methods
  • Soil-Structure Interaction
  • Advanced Soil Mechanics
  • Advanced Foundation Engineering
  • Reinforced Soil Structures
  • Applied Soil Mechanics
  • Site Investigation & Instrumentation
  • Geotechnical Engineering - I & II
  • Engineering Drawing

Research

  • Soil Stabilization & Ground Modification
  • Modelling of Deep Foundations
  • Pavement Geotechnics
  • Marine Geotechnology & Offshore Foundations
  • Soil-Structure Interaction
  • Construction on Soft Soil Grounds

Awards

Some Research Guidance

  • Geotechnical characterization of residual lateritic soil and sand blended with fly ash and cement
  • Geotechnical performance of lateritic soil stabilized with fly ash and lime
  • Lateral load-deformation behaviour of monopiles foundations
  • Parametric study on some design aspects of piled raft foundation
  • Analysis of performance of flood embankments for increasing capacity
  • Modelling the settlement behaviour of piled rafts
  • Behaviour of modified and compacted soil composites
  • Modelling the behaviour of suction caisson foundations
  • Behaviour of tension piles under cyclic loading
  • Study on load capacity of plate anchors
  • Study on soils blended with fly ash and lime based on triaxial testing
  • Study on influence of piles on response of raft foundations
  • Experimental study on behaviour of soils blended with fly ash and cement
  • Study on upgradation and stability analysis of flood embankments
  • Study on load capacity of offshore pile foundations
  • Study on behaviour of piles-supported raft foundations
  • Experimental study on geotechnical reuse of scrap tyre shreds to reinforce soils
  • Experimental study of an amended local soil
  • Analysis of piled raft foundations in clayey soils
  • Experimental investigation of a blended lateritic soil
  • Comparison of field and laboratory tests of suction caisson foundations
  • Geotechnical design process of offshore piled foundations
  • Study on optimization of piled raft performance
  • Pullout characteristics of suction caissons
  • Simplified analysis of piled rafts
  • Study on installation of suction anchors
  • Pullout behaviour of plate anchors
  • Uplift capacity of pile and suction anchors
  • Study on offshore soils and pile foundations
  • Analysis and design aspects of foundations for offshore structures
  • Developing geographic information system depicting erosion pattern using remote sensing imageries
  • Study of erosion pattern of river island using remote sensing data
  • Creating digital elevation model of a region using imageries
  • Shear strength characteristics of soil-fly ash mixes blended with tyre fibres and cement
  • Load-deformation behaviour of monopile and pile group foundations for wind turbines
  • Bearing behaviour of piled rafts with varying pile parameters
  • Influence of fibres and geocell on strength behaviour of fine-grained and granular soils
  • Study of load-deformation behaviour of monopile foundations for offshore wind turbines
  • Study of some design aspects for piled raft foundation
  • Study on analysis and performance of flood embankments
  • Study on horizontal load-deformation behaviour of bucket foundations
  • Strength and deformation characteristics of fibre-reinforced cohesive soil
  • Study on conventional and disconnected piled raft systems in sandy soils
  • Numerical study on pile-supported and basal reinforced embankments

  • Singh, N.T. and Singh, B. (2020). "Settlement profile and pile Load distribution under vertical load of piled raft foundation in clay." Geotechnical and Geological Engineering, https://doi.org/10.1007/s10706-020-01359-6
  • Patel, S.K. and Singh, B. (2020). "A comparative study on shear strength and deformation behaviour of clayey and sandy soils reinforced with glass fibre." Geotechnical and Geological Engineering, https://doi.org/10.1007/s10706-020-01330-5
  • Deb, T.K. and Singh, B. (2020). "Numerical investigation of the vertical response of bucket foundations supporting offshore wind turbines in sand." In: Advances in Computer Methods and Geomechanics. Lecture Notes in Civil Engineering, vol 55. Springer, Singapore, https://doi.org/10.1007/978-981-15-0886-8_17
  • Barman, P. and Singh, B. (2019). "Strength characteristics of sand amended with two waste materials - fly ash and scrap tyre." Environmental Processes, doi.org/10.1007/s40710-019-00412-8
  • Mali, S. and Singh, B. (2020). "3D numerical modeling of large piled-raft foundation on clayey soils for different loadings and pile-raft configurations." Studia Geotechnica et Mechanica, 42(1):1-17.
  • Mali, S. and Singh, B. (2019). "Behavior of large piled raft foundation on different soil profiles for different loadings and different pile raft configurations." Innovative Infrastructure Solutions, 4:8.
  • Patel, S.K. and Singh, B. (2019). "Shear strength and deformation behaviour of glass fibre-reinforced cohesive soil with varying dry unit weight." Indian Geotechnical Journal, 49(3):241-254.
  • Mali, S. and Singh, B. (2018). "Behavior of large piled-raft foundation on clay soil." Ocean Engineering, 149, 205-216.
  • Patel, S.K. and Singh, B. (2017). "Strength and deformation behavior of fibre-reinforced cohesive soil under varying moisture and compaction states." Geotechnical and Geological Engineering, 35(4), 1767-1781.
  • Deb, T.K. and Singh, B. (2017). "Response and capacity of monopod caisson foundation under eccentric lateral loads." Marine Georesources & Geotechnology, 36(4): 452-464.
  • Patel, S.K. and Singh, B. (2017). "Experimental investigation on the behaviour of glass fibre-reinforced cohesive soil for application as pavement subgrade material." International Journal of Geosynthetics and Ground Engineering, 3(2), 1-12.
  • Patel, S.K. and Singh, B. (2019). "Shear strength response of glass fibre-reinforced sand with varying compacted relative density." International Journal of Geotechnical Engineering, 13(4):339-351.
  • Deb, T.K. and Singh, B. (2017). "Numerical modelling of bucket foundations in dense sand supporting offshore wind turbines." 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul, Korea (CD-ROM).
  • Halder, P. and Singh, B. (2016). "Soft soil response and behaviour of piles under a geotextile reinforced embankment." Indian Geotechnical Conference, IGC-2016, Chennai, India (CD-ROM).
  • Bora, K. and Singh, B. (2016). "Comparative study on response of piles in disconnected and conventional piled raft foundations in sandy soil." Indian Geotechnical Conference, IGC-2016, Chennai, India (CD-ROM).

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