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  • BEARING CAPACITY IN EXPANSIVE SOILS 
    Rathee, Ram Kishan (1979)
    To tackle 1. 40 problems associated with swelling coils, a solution would be to adopt methods which reduce/eliminate swelling. One way of reducing swelling is to choose the foundation pressure and the surcharge pressure ...
  • BEARING CAPACITY OF COMPACTED SOILS 
    Kumar, Satish (1980)
    In the present study model. tests have been conducted by performing the strain controlled tests on model footings kept in the C.B.R.mould by placing the mould on the triaxial frame. Tests were conducted on 3 x 3 cm, 5 x 5 ...
  • BEARING CAPACITY OF UNDER-REAM PILES IN WEAK SOILS 
    Jain, K. G. S. (1970)
    The present study was carried out to study the bearing capacity. of single and multiple under-reamed piles in the weak soils covering a large portion of the Shriraagar Valley. The study include' full scale tests on 8 nos. ...
  • Concept of Lateral Confinement in Pavement Analysis and Design 
    Mehndiratta, Harish Chandra (1983)
    A flexible pavement is a three dimensional structure consisting of several layers of different materials, so stresses and strains due to wheel load are set up in layers in all directions and their magnitudes denend ...
  • 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 ...
  • CORRELATION OF C. B. R. WITH UNCONFINED COMPRESSIVE STRENGTH OF SOILS 
    Aurora, R. P. (1964)
    among tine varioas methods of designing flexible pavements, the C.b.a. method occupies the molt prominent position because; of its simplicity and the availability of California Irlay Department charts waich provide rairly ...
  • DESIGN AND FABRICATION OF A CONE-PENETROMETER FOR MEASUREMENT OF UNDRAINED STRENGTH OF INDIAN COHESIVE SOILS 
    Mallikarjunaiah, D. H. (1973)
    Whenever soft saturated clays are involved during the investigation for foundations, and rapid means of obtaining the shear strength of soils is required for preliminary studies; cone penetration test is considered most ...
  • DISPLACEMENT ANALYSIS OF RETAINING WALLS WITH REINFORCED BACKFILLS 
    Singh, Rishi Pal (1995)
    Displacement analysis is proposed by replacing the reinforced earth backfill with the independent elastic springs fixed to the back of retaining wall at different locations and other ends of the springs are fixed to an ...
  • EFFECT OF RATE OF LOADING ON STRENGTH OF ROCK 
    Nigam, Subhash Chandra (1995)
    The static, rapid and shock loading response of rock is of interest to many in field of rock mechanics. Drilling, mining and blasting of rock like materials, insitu fracturing, rock fragmentation size and permeability are ...
  • EFFECT OF SATURATION ON ENGINEERING PROPERTIES OF ROCKS 
    Shukoori, Abdul Habib (1985)
    The author wishes to express his sincere gratitude to Dr. K.B.Agarwal, Professor in Civil Engineering, University of Roorkee, Roorkee, for his valuable guidance, keen interest in the work and encouragement throughout the ...
  • INFLUENCE OF GRADING OF SAND :,ON BEHAVIOUR OF FOOTINGS 
    Gupta, D. K. (1982)
    An attempt has been made to investigate the effect of grading of granular soils on the behaviour of footings. Three types of granular soils at three relative densities were used and the tests were conducted in dry and ...
  • A RATIONAL DESIGN OF GRAVITY TYPE RETAINING WALLS 
    Bhargava, Dwara Nath (1970)
    Retaining walls in the form of abutments and wing walls have been constructed along various canal systems in the State of Uttar Pradesh. They have a base to height ratio varying from 0.35 to 0.57 and have been existing ...
  • REBOUND CHARACTERISTICS IN CLAYS 
    Patnaik, Manas Ranjan (1990)
    Upon unloading clay undergoes expansion or swelling which is explained partly due to a (i) physical mechanism, in which negative pore water pressure is a criteria for swelling and partly due to a (ii) mechanical swelling ...
  • SHEAR STRENGTH OF SAND UNDER LOW TO HIGH PRESSURE CONDITIONS 
    Gupta, Rajneesh (1988)
    In normal practice soil is subjected to a widely varying range of pressures. Cases of constructions of high earth-rock dams, deep excava-tions and tunnels, or deep oil drilling are not uncommon in whcih soil is subjected ...
  • SHEAR STRENGTH. OF COMPACTED SOILS 
    Abushama, Abbas Elmubarak (1975)
    Whenever we excavate soil and use soil for construction as construction material it will be loose and has to be compacted. The compaction to increase strength and reduce compressibility. When soil is compacted in earth ...
  • STUDY OF ACTIVE EARTH PRESSURE IN EXPANSIVE SOILS 
    Sharma, Hari Mohan (1973)
    A general analytical solution for calculating active earth pressure in expansive soils on a wall with bilinear backfill surface has been presented. Numerical computation _for a typical case showered that active earth ...
  • STUDY OF ANISOTROPY OF SWELLING IN CLAYS 
    Roy, Lal Bahadur (1987)
    In the present study the effect of anisotropy on the percentage swelling and swelling pressures have been studied by taking samples at 007 22.5°, 45o7 67.5o7 90o with respect to the verticall i.e. the direction of compaction. ...
  • STUDY OF BEARING CAPACITY OF CLAYS BY MODEL TESTS 
    Yadav, Paras Nath (1969)
    Model footing tests have been conducted in boxes having transparent sides to study the failure pattern under footing and bearing capacity factor 10c* for compacted Dhanauri clay and Kaolin. The tests were conducted on ...
  • STUDY OF BEARING CAPACITY OF ROCKS 
    Yadav, Uma Shankar Singh (1984)
    Generally there has been little concern for bearing capacity and settlement of 6oundations on rocks because most of the unweathered intact rocks are stronger and less compressible than concrete. However, foundations supported ...
  • STUDY OF CRITICAL EXIT GRADIENT WITH RESPECT TO PARTICLE SIZE AND GRADATION OF SANDY SOILS 
    Prasad, Gadadhar (1974)
    Sandy foundations subjected to underseepage are suscep-tible to quicksand phenomenon at the exit point. Review of studies made by various researchers with respect to critical exit gradient of sandy soils clearly indicates ...