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A saturated clay layer 4 m thick is located 6 m below GL. The void ratio of the clay is 1.0. When a raft foundation is located at 2 m below GL, the stresses at the top and bottom of the clay layer enhanced by 150 and 100 kN/m2 respectively. Calculate the consolidation settlement if the coefficient of compressibility 0.002 cm2/N
A wall with a smooth vertical back and 9 metres high retains a moist cohesionless soil with a horizontal surface. The soil weighs 15 kN/m3 and has an angle of internal friction of
Types of fluid mechanics
Water Sources and Requirements: In this part, we have discussed: (a) Basic concepts in planning of water supply schemes. (b) Various types of water requirement. (c) S
write a short on vector representation of force(addition and substraction )
Determine the meaning of Prestressed Concrete It is a type of concrete in which permanent internal stresses of a suitable nature, magnitude and distribution are intentionally
Grouted or Penetration Macadam: This is a specification where the binder is sprayed on a compacted layer of stone aggregates and is allowed to penetrate and bind the aggregat
A retaining wall is battered away from the fill from bottom to top at an angle of 15° with the vertical. Height of the wall is 6 m. The fill slopes upwards at an angle 15° away fro
Q. Effects of sewer sediment on hydraulic performance? The presence of sediment in sewers has contrary effects on the hydraulic performance of sewers. In case of sewage flow ca
Determine the important factors that affect the permeability of a soil. A permeameter of 8.2 cm diameter having a sample of soil of length 35 cm. It can be used either for const
STRUCTYRE IS HAVING BASEMENT JUST WITH THE SIDE OF FOUNDATION WHICH CAUSED SETTLEMENT AND CRACKS IN THE STRUCTURES
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