Proceedings, Volume 1Indian Society of Engineering Geology, 1972 - Engineering geology |
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Page 30
... shales and argillaceous sandstones of Disang Series . The rocks are folded into a syncline and are also faulted in the vicinity . The strike of the rocks swings widely from NE - SW to NW - SE , due to folding and faulting . The amount ...
... shales and argillaceous sandstones of Disang Series . The rocks are folded into a syncline and are also faulted in the vicinity . The strike of the rocks swings widely from NE - SW to NW - SE , due to folding and faulting . The amount ...
Page 65
... shales The Dagshai shales and siltstones which have been caught up in the two major thrusts are highly cleaved , brecciated and crushed . Seepage of water has been seen within the intra - thrust zone and is heavy along the thrust ...
... shales The Dagshai shales and siltstones which have been caught up in the two major thrusts are highly cleaved , brecciated and crushed . Seepage of water has been seen within the intra - thrust zone and is heavy along the thrust ...
Page 88
... shales , purple shales and minor dolomite bands . 7.3.3 The remaining 2.8 to 3.0 km . of the " C " tunnels would be located within steep - dipping Nahans . 7.3.4 Associated with the Goltar " C " scheme was envisaged the construction of ...
... shales , purple shales and minor dolomite bands . 7.3.3 The remaining 2.8 to 3.0 km . of the " C " tunnels would be located within steep - dipping Nahans . 7.3.4 Associated with the Goltar " C " scheme was envisaged the construction of ...
Contents
Welcome Address by Shri M S Balasundaram | 1 |
Speech by Dr A N Khosla Chief Guest | 13 |
Vote of Thanks by Shri Y K Murthy | 20 |
17 other sections not shown
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advances alternative bands beds carried Central Chambal close concrete consideration considered construction cost cover crown cutter deformation depth diameter direction Director discussed drilling Eastern elastic encountered Engineering Geology excavation face fault fold foliation formations Geological Survey geologists given gneiss ground hard head hill holes Hydel Project Hydro-electric important indicated Italy joints Kosi length lining load located major material measures method metres nature obtained outlet overbreak planes portal portion possible power house present pressure problems progress proposed quartzite region river rock rock loads roof sandstone scheme schist seismic Seminar shales shear zones side slates slope soft soil stage strength stress strike structural surface Survey of India TABLE tests thick thrust tion trend tunnel alignment underground valley varies various zone