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Browsing DOCTORAL THESES (Civil Engg) by Title

Browsing DOCTORAL THESES (Civil Engg) by Title

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  • A 2-D STUDY OF DISPERSION OF POLLUTANTS THROUGH POROUS MEDIA 
    Rao, M. V. Venkata (1982)
    A 2-D study of dispersion of pollutants through porous media. The ever increasing magnitude of deliberate or inadver tent subsurface discharge of wastes poses a threat to the quality of ground waters, which often ...
  • ABSOLUTE ORIENTATION OF INDIAN GEODETIC SYSTEM BY GRAVIMETRIC METHOD 
    Ray, Pradip K. (1978)
    More than a century ago, E/erest derived the dime nsions of a spheroid on which the Indian Geodetic System was based. Its orientation at the Kalianpur origin of the Indian triangulation system has been arbitrarily chosen ...
  • AERODYNAMIC INTERFERENCE IN TALL BUILDING 
    Yahyai, Mahmood (1990)
    With the increase in population and land cost in large cities, the construction of tall buildings is becoming increasingly a necessity. Use of higher strength materials, improved capabilities in analysis and design ...
  • AERODYNAMICS OF CABLE STAYED BRIDGES 
    Kumar, B. G. Naresh (1994)
    The present day long span cable supported bridges are amongst the more flexible of the CIVILENGINEERING structures, and, are prone to aerodynamic oscillations. Vibrations of some existing bridges like Golden Gate, Deer ...
  • AGGRADATION OF STREAMS DUE TO INCREASE IN SEDIMENT LOAD 
    Soni, Jagdish Prasad (1975)
    Aggradation occurs when the equilibrium of an alluvial stream is disturbed in such a manner that either the sediment carrying capacity of the stream is reduced or the rate of supply of sediment is increased over and ...
  • ALL WEATHER LOW COST ROADS FOR INDIA 
    Sharma, Hariom Prakash (1962)
    I. Topics For Further Investigations . Hi American Tentative limits of Particle Size Distribution for Bases and Surfacing 111101111111111 i 1=11.11•• iii ii -do- -do- British fracticsv v. ii -do- -do- Swedish Practici ...
  • ANALYSIS AND DESIGN OF PAVEMENTS FOR HEAVY VEHICLES 
    Srivastava, Sanjay (Dept. of Civil Engineering iit Roorkee, 2015-06)
    The transportation by roads is most preferred mode of transportation by the people and industries due to maximum flexibility in speed of travel, direction, route and time. India, having roads network of over 4.2 million ...
  • ANALYSIS AND INTEGRATION OF MASS RAPID TRANSIT SYSTEM IN A METROPOLITAN CITY 
    Singh, Indrasen (1997)
    There have been rapid changes in the pattern of traffic in Indian cities in the recent past. The change in policy of the government towards manufacture of motorised two wheelers and introduction of fuel efficient cars ...
  • ANALYSIS AND PARAMETER ESTIMATION OF VIRUS TRANSPORT THROUGH SUBSURFACE MEDIA 
    Ratha, Dwarikanath (2008)
    In recent years there has been a tremendous increase in the contamination of groundwater due to rapid industrial growth and use of fertilizers and pesticides in agriculture. This contaminated water passes through the ...
  • ANALYSIS OF BORDER STRIP IRRIGATION AND ESTIMATION OF INFILTRATION PARAMETERS 
    Ram, Shobha (2010)
    Modelling border strip irrigation system is a complex process since it involves both the overland and subsurface flow. The numerical solution of border strip irrigation involves the solution of both surface and subsurface ...
  • ANALYSIS OF CABLE STAYED BRIDGES 
    Agrawal, Tej Prakash (1979)
    The available work on cable stayed bridges gives very little information about the non-linear and the threedimensional behaviour of these bridges. There are also no suitable guidelines for the designer to select the ...
  • ANALYSIS OF CEMENT CONCRETE OVERLAYS FOR PAVEMENT SLABS 
    Agrawal, S.M (1975)
    Detailed finite element analysis with experimental verification by model tests, have been carried out in the present study for cement concrete overlays with cracked or uncracked base slabs, representing subgrade through ...
  • ANALYSIS OF FOOTINGS ON UPPER SURFACE OF SLOPES UNDER 
    Sahu, Trilochan (2009)
  • ANALYSIS OF GENERATOR FOUNDATION OF A HYDRO-ELECTRIC POWER HOUSE 
    Bakhteri, Jahangir Karmand (1997)
    Scroll case and generator foundation are the most important parts of a hydro-electric power house whose irregular shapes render their structural design rather complicated. However in almost all the designed organisations ...
  • ANALYSIS OF GRID BEAM BRIDGES BY ANISOTROPIC PLATE THEORY 
    Nayak, Gyan Chandra (1964)
    An attemA is made here to present the bowl distribution analysis based Oa the Anisetropio Plate Theory as applied to modern grid beam bridge*, with special reference to edge stiffened and contin. uous bridges. As a basis ...
  • ANALYSIS OF PLATE BENDING BY FINITE ELEMENT (DISPLACEMENT) METHOD 
    Chakrabarti, Subrata (1968)
    A study of bending of plates for small deformations by applying the finite element method is presented in this thesis. This thesis is mainly concerned with the development of new displacement functions for rectangular ...
  • ANALYSIS OF SEMI-RIGID PAVEMENTS 
    Singh, Kulwant (1972)
    Pavements are generally classified in two categories. Flexible and Rigid. Flexible pavements consists of a series of layers with the highest quality material at or near the surface(1). The load carrying .. p capacity ...
  • ANALYSIS OF SIDE WEIRS AND SLUICE GATES 
    Ali, Masoud Sabzeh (1996)
    Side weirs and side sluice gates are diversion structures widely used in irrigation engineering. A side weir is an overflow weir framed in the side of a channel over which lateral outflow takes place when the water ...
  • ANALYSIS OF VEHICULAR INTERACTIONS AT HIGHWAY INTERSECTIONS UNDER MIXED TRAFFIC FLOW 
    Popat, Tolaram L. (1990)
    The major-minor priority intersection is by far the most common intersection layout in current use in India. Intersections are the critical element of road networks and their characteristics determine the efficiency and ...
  • ANALYSIS OF WIND INDUCED OSCILLATIONS IN CABLE STAYED BRIDGES 
    Parameswaran, Lakshmi (2002)
    The analysis of cable stayed bridges to estimate the dynamic response due to wind loading is an imperative requirement in the design criteria, as they are relatively lightweight, flexible and lightly damped structures. ...