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A 1.8 m square column is founded at a depth of 1.8 m in sand, for which the accurate N-value is 24. The water table is at a detph of 2.7 m.
Verify the net allowable bearing pressure for a permissible settlement of 40 mm and a factor of safety of 3 against shear failure.
Lock Entrance: Wet docks have lock entrances to overcome the high fluctuations in water level in the sea. Figure 7 gives a layout of a lock entrance. It consists of a lock cha
Q. What are the causes of settlement? The various causes of settlement are: 1) increasing load on the surrounding soil deposit, 2) excavation, 3) lowering of water tab
Nonsymmetrical loading of the snow A decrease in snow weight in some parts of a roof because of the wind, or melting from the heath, or the sun light would reduce internal powe
Design of one way slab, two way slab, circular slab, hollow slab step by step as ACI code 318-08, tnx
Elongation of bar due to self weight
Question For fixing of silt curtains, what is the reason that it does not desirable to design the curtain to touch the seabed ? Answer Silt finished are resistant ve
Q. How to design Marginal Embankments? Design aspects of marginal embankments are similar to those of approach banks. The aspects needing special attention are dealt with below
This is our final year project can u suggest some tips to do well...
1feet
classification and characterstics of lintels
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