Civil Engineering - UPSC Civil Service Exam Questions - Discussion
Discussion Forum : UPSC Civil Service Exam Questions - Section 1 (Q.No. 32)
32.
For designing end bearing piles of square cross-section in clays having average unconfmed compressive strength of 6 t/m2, the net ultimate bearing capacity may be taken as
Discussion:
13 comments Page 2 of 2.
Dharshit said:
8 years ago
End bearing resistance;
Q=9Cu.
Cu=Unconfined compression strength/Fos.
Cu=6/3 =2 t/m2.
Q=9*2 =18t/m2.
Q=9Cu.
Cu=Unconfined compression strength/Fos.
Cu=6/3 =2 t/m2.
Q=9*2 =18t/m2.
Anuj said:
6 years ago
In the pile foundation according to Meyerhof theory the value of end bearing capacity is 9c then Qup=9*3=27.
Susnata said:
5 years ago
Answer is 27.
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