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Govind Ballabh Pant University of Agriculture and Technology, Pantnagar

After independence, development of the rural sector was considered the primary concern of the Government of India. In 1949, with the appointment of the Radhakrishnan University Education Commission, imparting of agricultural education through the setting up of rural universities became the focal point. Later, in 1954 an Indo-American team led by Dr. K.R. Damle, the Vice-President of ICAR, was constituted that arrived at the idea of establishing a Rural University on the land-grant pattern of USA. As a consequence a contract between the Government of India, the Technical Cooperation Mission and some land-grant universities of USA, was signed to promote agricultural education in the country. The US universities included the universities of Tennessee, the Ohio State University, the Kansas State University, The University of Illinois, the Pennsylvania State University and the University of Missouri. The task of assisting Uttar Pradesh in establishing an agricultural university was assigned to the University of Illinois which signed a contract in 1959 to establish an agricultural University in the State. Dean, H.W. Hannah, of the University of Illinois prepared a blueprint for a Rural University to be set up at the Tarai State Farm in the district Nainital, UP. In the initial stage the University of Illinois also offered the services of its scientists and teachers. Thus, in 1960, the first agricultural university of India, UP Agricultural University, came into being by an Act of legislation, UP Act XI-V of 1958. The Act was later amended under UP Universities Re-enactment and Amendment Act 1972 and the University was rechristened as Govind Ballabh Pant University of Agriculture and Technology keeping in view the contributions of Pt. Govind Ballabh Pant, the then Chief Minister of UP. The University was dedicated to the Nation by the first Prime Minister of India Pt Jawaharlal Nehru on 17 November 1960. The G.B. Pant University is a symbol of successful partnership between India and the United States. The establishment of this university brought about a revolution in agricultural education, research and extension. It paved the way for setting up of 31 other agricultural universities in the country.

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  • ThesisItemOpen Access
    Numerical formulation and parametric investigations of the square and rectangular CFST columns subjected to axial loading
    (G.B. Pant University of Agriculture and Technology, Pantnagar - 263145 (Uttarakhand), 2018-07) Varsha; Katariya, S.K.
    Nowadays, distinctive compound material has been broadly used in concrete column so that better proficiency of the column system is achieved. Among all of them, concrete-filled steel tubular column system (CFST) proved to be the most effective compound column from which maximum building structures are constructed, particularly the high-rise buildings, since it get the benefits of both concrete infill and steel tube resulting in good performance, reduced area and design utility. In this study, equations are proposed to compute the load carrying capacity of square and rectangular CFST column and to predict the post-peak behaviour. In the formulation of the equation for concrete stress two parameters are considered: force ratio (Fr) and B/D ratio. Here, medium strength of concrete infill has been considered and the force ratio remains within the range of 0.23 to 0.81. The curves generated from the proposed equations have been verified using the experimental curves taken from the papers of previous researchers. The parametric investigations are also carried out to study the influence of the various factors on the behaviour of CFST columns, namely (i) compressive strength of the concrete, (ii) yield strength of the steel tube and (iii) total cross-sectional size. In this study, a comparison is also done between the experimental ultimate load value and the ultimate load value calculated using the proposed equations for different square and rectangular CFST specimens.
  • ThesisItemOpen Access
    Investigation and remedial measures for few landslides in Kumaun region, Uttarakhand
    (G.B. Pant University of Agriculture and Technology, Pantnagar - 263145 (Uttarakhand), 2018-08) Malviya, Piyush Kumar; Ajit Kumar
    Improvement in soil strength and slope stability has always been an area of concern to geotechnical engineers. In hilly terrain of India (Uttarakhand, Jammu & Kashmir, Himachal Pradesh and north eastern part of country) landslides (mudflow, debris flows, rock fall) has become serious concern now days. It occurs often and cause severe human loss, damage to infrastructure like roads, electric and communication lines, serious damages to flora and fauna, overall a huge economical loss of nation and hampering development in hilly terrain. Hence arises need to analyses such slopes in hilly terrain and suggest quick, economical and engineered remedial measure for protection of slopes in such terrain. Now day’s numerical simulation has made the things easier same is the case with numerical modelling of slope stability analysis. Hence study in this thesis covers numerical analysis of few natural slopes in Kumaun region which underwent major failure and certain engineered and economical remedial measure has been suggested to overcome future failure of slope and sinking zone in such areas. Not only this few previous case study regarding soil slope failure in India has been studied. Study is being carried out in three phases, firstly soil samples is being carried out from sites and reason for slope failure is determined (Geological and Meteorological), secondly geotechnical properties of soil samples is being determined in laboratory, lastly analysis is being done conventionally and numerically, hence economical and engineered remedial measures has been suggested to prevent future slope failure in these region.