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4CE6.1 ROCK MECHANICS |
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L 3 |
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UNIT: 1 |
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ENGINEERING CLASSIFICATION OF ROCKS: |
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Objectives, Intact rock classification, Rock mass |
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Classification. Terzaghi’s, Rock load classification, Austrian classification, Deere’s rock quality classification, rock |
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structure rating concept, RMR classification, Q classification. Inter relation between Q and RMR, prediction of ground |
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condition and support pressure. Effect of Tunnel size on support pressure. |
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UNIT: 2 |
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ENGINEERING PROPERTIES AND LABORATORY TESTS ON ROCKS: |
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Porosity, Density, |
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Moisture content, Degree of saturation, Co-efficient of permeability, Durability, Compressive strength, |
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Tensile strength, Shear strength, elasticity, Plasticity Deformability. |
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Sampling and Samples Preparations, Uniaxial Compressive strength, Tensile Strength – Brazilian test, Shear |
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strength test – Direct Shear test and Punch shear test, Triaxial Test, Flexural strength. |
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UNIT: 3 |
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INSITU TESTS ON ROCKS: |
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Necessity of Insitu test, Plate load test for deformability, Shear test, Test for |
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internal stresses – flat Jack, pressure meter test. |
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JOINTED ROCKS: |
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Rocks Joint properties, Joint properties, Joint Roughness Co-efficient, Scale effects, |
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Dilation, Orientation of Joints, Gouge, Joint Intensity, Uniaxial Compressive strength of Jointed Rocks. |
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UNIT: 4 |
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STRENGTH OF ROCKS IN UNCONFINED CONDITION: |
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Ramamurthy Strength Criteria, Singh and |
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Rao Strength Criteria, Kulatilake Methodology, Hoek Criteria, Barton Methodology. |
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STRENGTH OF ROCKS IN CONFINED CONDITION: |
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History of Hoek and Brown Failure Criterions |
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and latest methodology, Parabolic Strength Criteria. |
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UNIT: 5 |
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GROUTING AND ROCK BOLTING: |
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Grouting materials, Grouting operations, methods of Grouting, |
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Mechanism of Rock Bolting, Principal of design. |
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BEARING CAPACITY OF ROCKS: |
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Bearing capacity of intact rocks, jointed rocks,IS Code |
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methodology, Singh and Rao Method and latest methodologies. |