Reg No= 418
![Q# 4: Use Khosla's theory (Equations and curves) to calculate the percentage uplift pressure at<br>points Cı, Dı, E2, C2, Dz, Es and Da for a barrage foundation profile shown in figure 2 applying<br>necessary corrections. Also, determine the exit gradient. [Assume: floor thickness = 1.5 m]<br>RL (Reg.No)<br>RL (Reg.No - 8)<br>4:1<br>E C<br>RL (Reg.No - 11)<br>EC:<br>E C,<br>D, RL (Reg.No - 18)<br>D.<br>|RL (Reg.No - 21) D,I RL (Reg.No - 21)<br>Reg.No/200<br>Reg.No/200<br>Reg.No/200<br>Fig. 2 for Q # 4<br>](https://s3.us-east-1.amazonaws.com/storage.unifolks.com/qimg-008/008_9eamzp0-afpboe43.jpeg)
Extracted text: Q# 4: Use Khosla's theory (Equations and curves) to calculate the percentage uplift pressure at points Cı, Dı, E2, C2, Dz, Es and Da for a barrage foundation profile shown in figure 2 applying necessary corrections. Also, determine the exit gradient. [Assume: floor thickness = 1.5 m] RL (Reg.No) RL (Reg.No - 8) 4:1 E C RL (Reg.No - 11) EC: E C, D, RL (Reg.No - 18) D. |RL (Reg.No - 21) D,I RL (Reg.No - 21) Reg.No/200 Reg.No/200 Reg.No/200 Fig. 2 for Q # 4