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A rectangular area 4 m × 6 m carries a uniformly distributed load of 100 kN/m2 at the ground surface. Estimate the vertical pressure at a depth of 6 m vertically below the centre and also below a corner of the loaded area. Compare the results with those getting by an equivalent point load method and also by separating the loaded area into four equal parts and treating the load from every as a point load.
The liquid limit and plastic limit of clay are 100% and 25%, respectively. From a hydrometer analysis it has been found that the clay soil having of 50% of particles smaller than 0
A masonry wall with vertical back has a backfill 5 m behind it. The ground level is horizontal at the top and the ground water table is at ground level. Measured the horizontal pre
Point of virtual fixity and critical length of lateral loading for piles Some engineers can get confused about the difference between the two terms which are point of virtual
what is fly levelling? when it is carried out ?
Question What is the reason that shallow bedrock condition adverse for open berth piers? Answer Most severe load on piers generally is horizontal load due to berthing
describe and sketch a survey chain
precaution to be taken for roads construction in marshy land
whast prime coat?
Formaldehyde and phenol are polymerised to resultant product that was known as Answer: This is known as bakelite.
Q. Illustrate Layout of corrugated beam barriers? Layout of corrugated beam barriers is that the beams are corrugated in the longitudinal direction so as to it provides higher
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