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Browsing DOCTORAL THESES (Civil Engg) by Issue Date

Now showing items 1-20 of 469

MATRIX ANALYSIS OF . STATICALLY INDETERMINATE STRUCTURES

Goel, Subhash Chandra (1961)

This dissertation deals with the exact solution of linear algebraic equations governing the behaviour of statically indeterminate structures. Matrix Algebra has been employed as a tool for assisting the analysis, since it ...
THE EFFECT OF ANGLE ON SEDIMENT DISTRIBUTION IN CANAL OFF-TAKES

Gupta, Ram Swaroop (1962)

This thesis reports the experimental studies conducted to investigate the effect of the angle of offtake en sediment distribution in channels. The main channel flume was 3 feet wide and 20 feet long and the offtake channel ...
]DEHYDRATION OF REFRIGERATION SYSTEMS

Patal, P. D. (1962)
CORRELATRON OF Co.B.R. W11TH SHEAR STRENGTH OF CEMENT SLUMMED SORLS

Mujumdar, V. S. (1962)

An attempt bas been made to correlate two important factors in the design of soil-cement pavements, namely, California Bearing Ratio and Shear Strength. Three mixes A, B and C were prepared using locally available Ranipur ...
INVESTIGATION OF RIGID PAVEMENT BEHAVIOUR UNDER STATIC LOADS BY MODEL TESTS

Saraf, C. L. (1962)

As accurate prediction of Rigid Payment behaviour seder static loads Is lopertent from tear design point of view. Model experiments can be emp-loyed to arrive at such objectives. Ike pretest levestigations were carried ...
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 ...
STUDY OF INTERCONNEC TED BRIDGE GIRDERS

Surana, Chandra Singh (1962)

This thesis presents a study of load distribution of concentrated loads to the various longitudinal girders of inter-connected girder bridge. The method of analysis of Hendry-Jaeger, which has been adopted here as the'basis ...
DEFORMATION CHAIRACTERSTIC OF COFIESIONLESS SORLS DUE TO VEBRATIONS

Gupta, Rajendra (1962)

Attempt has been made to study the possibility of testing cohesionless soil samples under vibrations on a small shaking table in which amplitude and frequency could be adjusted. The veriables considered include fre-quency ...
HYDRODYNAMIC PRESSURE DUE TO EARTHQUAKE ( ON DAMS, CONTAINERS AND PIERS )

Agarwal, Pramod Kumar (1963)

This dissertation makes a critical review of the vari-ous methods, -analytical and experimental, for the determination of hydrodynamic pressures on dams, containers and piers due to an earthquake. A comparative study of ...
A REVIEW OF THE BEHAVIOUR AND DESIGN OF MACHINE FOUNDATIONS

Bhatia, Umesh Kumar (1963)

A machine foundation differs from any other type of foundation, because of the dynamic nature of loads. Till about 1930, a machine foundation was designed based upon emperical methods. These methods didnot take into account ...
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 ...
CORRELATION O STRENGTH PARAMETERS M WITH THE PLASTICITY CHARACTERISTICS OF SOILS

Sachan, R. N. (1964)

"'hen soil is used as construction material, the important property required is the shear strength for particulav condition of the soil in field. The conventional method of determining tho shear strength is by tri-axial ...
DESIGN OF CONCRETE PAVEMENTS OVERLYING FOUNDATIONS OF DIFFERENT ELASTICITIES

Vaswani, N. K. (1964)

tiothod to (a) above had to be abandoned as two soil scmplos were teken fbr each roading of all the cells in the container and in all about BO to 0 coil scnplos had to be takon within the lit itod area of the soil availablo. ...
"A STUDY OF THE CONTROL OF BED LOAD AND SUSPENDED LOAD IN CANALS AND DISTRIBUTARIES"

Asthana, J. B. (1965)

This paper, as its name suggests, presents a study of the various measures adopted from time to time to control sediment load in canals and distributaries. There is pleanty of literature about the theories of sediment ...
A COMPARATIVE STUDY OF PENSTOCK TRIFURCATION MODELS

Sharma, Satya Narayan Prisad (1967)

A power tunnel feeding three hydroelectric units may necessitate the use of a penstock trifurcation if branching is not done by the conventional Wye arrangement. The hydraulic design of a suitable penstock trifureation has ...
STUDY OF LIQUID TURBULENCE SPECTRA BEHIND GRIDS USING ELECTROMAGNETIC INDUCTION

Pande, P.K. (1967)

The work reported in this thesis includes the development of a device, based on the method of electro magnetic induction, for measuring turbulent velocity fluctuations in water. This method for turbulence measure ments ...
MECHANISM OF RESISTANCE TO FLOW OVER ARTIFICIAL ROUGHNESS ELEMENTS

Raju, K.G. Ranga (1967)

This thesis presents the results of an experimental investi gation concerning the mechanism of resistance to flow over two-dimensional sharp-edged roughness elements of negligible thickness. The studios viere carried ...
LATERAL CONFINEMENT IN SUBGRADE UNDER VERTICAL LOADS AND ITS SIGNIFICANCE IN DESIGN

Joseph, A. V. (1967)

Tho onporimontol otudy roportod hoiro two boon doDinoi to dotino and ovoluoto tho wolo of lotoral con.• tinomont in tho boorina capacity of tho oubvado condor vortIool %omit,* Tho mothod of approach omployod conoioto In ...
VIBRATION OF CYLINDRICAL - SHELLS PARTIALLY OR COMPLETELY FILLED WITH WATER

Goyal, Atul Chandra (1968)

This analytical and experimental investigation is carried out to study the dynamic behaviour of cylindrical shells without water and with water filled inside them. The shell model is tested to see its behaviour under shock ...
THREE DIMENSIONAL SEEPAGE BELOW HYDRAULIC STRUCTURES LAID ON PERVIOUS FOUNDATIONS

Chandra, Satish (1968)

The present day methods of computation of uplift pressures below hydraulic structures laid on pervious forma tions, are based on the assumption of two-dimensional seepage,. This assumption may lead to appreciable errors ...

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