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    Fracture Behaviour including Size Effect of Cement Stabilised Rammed Earth 

    Hanamasagar, Mahantesh M (2018-01-30)
    Rammed earth is a monolithic construction formed by compacting processed soil in progressive layers. Rammed earth is used for the construction of load bearing walls, floors, sub base material in roadways, airport runways, ...

    Shaking Table Tests to Study the Influence of Ground Motion, Soil and Site Parameters on the Initiation of Liquefaction in Sands 

    Varghese, Renjitha Mary (2018-01-12)
    Liquefaction is a phenomenon in which soil loses a large percentage of its shear resistance due to increased pore water pressure and flows like a liquid. Undrained cyclic loading conditions during earthquakes cause ...

    Endochronic Constitutive Model for Sands and Its Application to Geotechnical Problems 

    Raji, M (2018-05-01)
    The introductions of large digital computers in the field of engineering have rendered possible the solution of a wide variety of problems without the need to violate the equilibrium and compatibility. The major requirement ...

    Finite Element Limit Analysis for Solving Different Axisymmetric Stability Problems in Geomechanics : Formulations and Solutions 

    Chakraborty, Manash (2017-11-15)
    Limit analysis is a very powerful tool to find accurate solutions of several geotechnical stability problems. This analysis is based on the theory of the plasticity and it provides two limiting solutions within lower and ...

    Geotechnical Behaviour Of Soil Containing Mixed Layered Illite-Smectite Contaminated With Caustic Alkali 

    Sankara, Gullapalli (2008-01-29)
    The aim of the thesis has been to evaluate and understand the effect of caustic alkali solution of varying composition on the behaviour of expansive soil containing mixed layered minerals. Mixed layered minerals are formed ...

    Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil 

    Suganya, K (2018-04-12)
    Soft soil deposits of coastal regions and lowland areas pose many geotechnical problems but it is indispensable to utilize these grounds to meet the growing demand for infrastructure with ever increasing urbanization and ...

    Factors Controlling the Dispersivity of Soils and the Role of Zeta Potential 

    Parameswaran, T G (2017-12-07)
    Most soil particles loses cohesion and split up the soil mass into individual soil grains when they come in contact with water and get saturated. In dispersive soils the particles detach more spontaneously from each other ...

    Effect of Cyclic Strain Path And Vibration Cycles on Shear Modulus And Damping of Sand 

    Cherian, Achu Catherine (2017-09-23)
    The soil strata is often subjected to various kinds of vibrations such as that caused by earthquakes, water waves, traffic loads, wind power plants, construction related equipments, pile driving and vibratory machines. The ...

    Influence Of Osmotic Suction On The Swell And Compression Behaviour Of Compacted Expansive Clays 

    Thyagaraj, T (2008-11-03)
    Total suction of unsaturated soils is contributed by matric and osmotic suctions. Matric suction arises from capillary actions in the soil structure and varies with changes in moisture content of the soil. Pore fluid ...

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    AuthorChakraborty, Manash (1)Cherian, Achu Catherine (1)Hanamasagar, Mahantesh M (1)Parameswaran, T G (1)Raji, M (1)Sankara, Gullapalli (1)Suganya, K (1)Thyagaraj, T (1)Varghese, Renjitha Mary (1)Subject
    Civil Engineering (9)
    Soil Mechanics (9)
    Soil Behavior (4)Black Cotton Soil (2)Geotechnical Engineering (2)Soil Erosion (2)Soil Stabilization (2)Axisymmetric Geomechanics (1)Bazant's Size Effect Model (1)Bearing Capacity (1)... View MoreDate Issued2018 (4)2017 (3)2008 (2)Has File(s)Yes (9)

    etd@IISc is a joint service of SERC & J R D Tata Memorial (JRDTML) Library || Powered by DSpace software || DuraSpace
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