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Question
How can rock sockets take up loads?
Answer
Load transfer mechanism is brief as follows-
While a socketed basis is loaded, conflict is provided by together rock socket wall and socket base and load distribution is a role of relative stiffness of basis concrete and rock mass, socket geometry, socket unevenness and strength. At small displacements rock-socket scheme performs in a flexible style and load distribution between socket wall and socket end be able to be obtained from flexible analysis. At displacements beyond 10 to 15mm, relative displacement happens b/w rock and foundation and socket bond begins to fail. These results in decrease of loads in rock-socket boundary and more loads are transferred to socket end. Added displacements, interface power drops to a residual value with entirety rupture of bond and more loads are next distributed to socket end.
Absolute pressure is simply the addition of the observed gage pressure plus the value of the local atmospheric pressure.
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Can anyone help me in finding the formula for submerged and unsubmerged flow in culverts?
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