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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
    Stabilization of soil using waste paper sludge and cement kiln dust
    (G.B. Pant University of Agriculture and Technology, Pantnagar - 263145 (Uttarakhand), 2019-05) Charak, Sudheer Singh; Sanjeev Suman
    The globally growing rate of urbanization and industrialization results in the towering collection of industrial wastes. India is one of the largest producers of Cement and Paper with an annual production of 285.83 million tons and 13 million tons respectively. The disposal and storage of by-products generated from these industries is a big challenge as they cause serious environmental issues. Besides an immense need of effective, economical and environment friendly disposal of these industrial wastes, it is necessary to explore new areas and methods of their utilization in construction, soil stabilization etc. in order to minimize these environmental threats. Increase in global demand for economical and good quality of construction materials constrain engineers to make use of stabilization techniques on the locally available weak soil so as to curtail down the cost of project which could have aroused due to excavation and replacement of inferior soil. Solution to the above problem is to find a material which not only curtail down the cost of traditional stabilizing agents but also it should be easily and abundantly available. Therefore, the present study is an attempt to explore the constructive use of Waste Paper Sludge (WPS) and Cement Kiln Dust (CKD) in stabilization of soils. The overall study was conducted in three phases. In the first phase, the geotechnical characteristics of local soil were studied. In the second phase, geotechnical properties of local soil mixed with five different percentages of WPS as 2%, 4%, 6%, 8% and 10% by dry weight of soil were determined by conducting a series of standard proctor tests, unsoaked and soaked CBR tests and UCS tests. In third phase, WPS treated soil samples were mixed with different percentage of CKD varying as 5%, 10% and 15% and modification in the above stated geotechnical properties of soil was investigated. Local soil was classified as CL according to ISSCS. From the standard compaction test it was concluded that with the addition of WPS and CKD, moisture demand of soil got increased while maximum dry density (MDD) got reduced with the introduction of both the additives. Soaked CBR values of virgin soil remarkably improved with the introduction of WPS and CKD. Also, there was a gain in compressive strength with the introduction of CKD into WPS treated soil mix. Lastly, the results indicates that the geotechnical properties of problematic soil from Sitarganj can be effectively improved by using 6% of WPS in combination 10% of CKD by dry weight of the soil.