Civil Engineering - RCC Structures Design - Discussion

Discussion Forum : RCC Structures Design - Section 3 (Q.No. 41)
41.
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed
10 mm
15 mm
20 mm
25 mm
30 mm
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
4 comments Page 1 of 1.

Xelo said:   6 years ago
For sand max allowable deflection is 25mm.

Orai said:   7 years ago
Please explain the answer.

Ayon said:   7 years ago
Please explain the answer.

Dvs said:   8 years ago
25 mm how? Explain.

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