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
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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