VS
VAIBHAV SHARMA
Lovely Professional University, Dr. B. R. Ambedkar National Institute of Technology Jalandhar, DAV Institute of Engineering and Technology, IK Gujral Punjab Technical University
Employment
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Lovely Professional University Assistant Professor2021 - Present
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Dr. B. R. Ambedkar National Institute of Technology Jalandhar Guest Faculty2020 - 2021
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Dr. B. R. Ambedkar National Institute of Technology Jalandhar Guest Faculty2020 - 2020
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Dr. B. R. Ambedkar National Institute of Technology Jalandhar Guest Faculty2019 - 2019
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IK Gujral Punjab Technical University Guest Faculty2019 - 2019
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National Institute of Technology Guest Faculty2018 - 2018
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Dr. B. R. Ambedkar National Institute of Technology Jalandhar Assistant Professor2018 - 2018
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CT Institute of Technology Assistant Professor2013 - 2014
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DAV Institute of Engineering and Technology Assistant Professor2011 - 2011
Education
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Dr. B. R. Ambedkar National Institute of Technology Jalandhar Ph.D (Geotechnical Engineering)2014 - 2018
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Dr. B. R. Ambedkar National Institute of Technology Jalandhar M.Tech (Structural and Construction Engineering)2011 - 2013
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DAV Institute of Engineering and Technology B. Tech (Civil Engineering)2006 - 2010
Projects & Funding
Projects & funding information is unavailable.
Publications (29)
- Graphene in construction: enhancing concrete and mortar properties for a sustainable future Save
- Estimation of ultimate bearing capacity of circular footing resting on recycled construction and demolition waste overlaying on loose sand Save
- Load-Carrying Capacity of Strip Footing Resting on Sand Slopes Retained by Novel Construction Waste-Filled Geotextile Bags Save
- Strength and compaction behavior of copper slag stabilized soil Save
- Compaction and strength behavior of Kaolin clay stabilized with Pond ash Save
- An overview of fresh and mechanical properties of recycled coarse aggregate self- compacting concrete Save
- Strength and compaction characteristics of kaolin clay blended with industrial wastes Save
- Numerical study on the behavior of eccentric-inclined loaded strip footing resting above a soil mass containing a void Save
- Stability Analysis of Different shapes of Tunnel in Cohensionless Soils Save
- Influence of fly ash, copper slag, plastic waste, and recycled aggregate on the fresh and mechanical properties of self-compacting concrete using Taguchi technique Save