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A retaining wall 4.5 m high with vertical back supports a backfill with horizontal surface. The unit weight of the fill is 18 kN/m3 and the angle of internal friction is 36°. The angle of wall friction may be taken as 18°. A footing running parallel to the retaining wall and carrying a load of 18 kN/m is to be constructed. Search the safe distance of the footing from the face of the wall so that there is no increase in lateral pressure on the wall because of the load of the footing.
advantages and disadvantages of chemical prestressing over conventional prestressing?
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Importance of poles in critical load combinations The poles are generally designed for the following critical load combinations : (a) Bending due to wind load on the cable
Supplementary or Untensioned Reinforcement It is that reinforcement, provided in prestressed concrete member, which is not provided in a stretched condition like tendons.
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Q. Pumping at joints in concrete carriageway? Pumping at joints in concrete carriageway takes place in the presence of the below factors: (i) Fine-grained subgrade (ii)
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Define Unit Hydrograph UNIT HYDROGRAPH: The hydrograph developed for a drainage basin (watershed) from the runoff of a 1 in or 1 cm storm. It is the base hydrograph from which
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