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Rock reinforcement - how it works?
For rocks with widespread fractures, individual blocks resulting from these fractures can fall out and as a result slope failure can take place. Rock reinforcement (for example rock dowels, bolts or anchors) is installed to bolt through discontinuities in rock to enhance the rock to act as a single unit. With the bolting across block interfaces, stresses will be altered within the rock mass. For untensioned rock dowels, they can be subjected to tensile forces arising from rock movement. Other than the provision of rock reinforcement, shotcreting is other method to reinforce the rock. It functions by griping the rock together and sustaining the small blocks that hold the large blocks in position.
Define the proess of Eccentric Prestressing In this form of prestressing, the centroid of cross-sectional areas of tendons is not located at the centroid of the cross-section.
write short note on distomat with applications
Advantages and Disadvantages of Water Transport: The following are the advantages of water transport: (a) Since the vessels travel on water, no investment is needed
Explain the term - strength cement It should be appreciated that the tensioning arrangement shall have to be kept in place until tendons are cut. This shall depend on how quick
Q. Show the Settlement due to Vibration? The foundation resting on cohesionless soil and subjected to vibrations will result in settlements of higher magnitude. In sandy soil
what is the manhole to manhole joining preferences? why it is joined crown to cron, not crown to invert?
The atmospheric pressure is given 680 mm Hg at a certain mountain location of elevation 2000 m. air density is 1.007 kg/m3. Find the pressure in kPa.
Define the Ultrasonic Thickness Measurement? Ultrasonic thickness meters measure the thickness of steel by passing an ultrasonic wave through the member. Thickness measurements
differentiate between Dumpy level:The Wye or Y level:Cooke''s reversible level: Cushing''s level:Tilting level and Automatic level
max. moment at cantilever in up or down of support or free of end
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