Dyanamic load test on pile with 600 mm dia and 15.10 m depth from cut off level with 40 ton design load and 60 ton of test load which done at Mundra (Kutch) site...

The free fall hammer is no centralizer and cushion, it may cause the dis alignment of the drop.

Good work

Noted with thanks

رائع جدا

going to do some of this today, thanks for this vid. any technical comments about this is much appreciated... long live engineers!!!! f#ck architects.... lol

CSX value should be monitored during PDA testing. It should not exceed 90% of the yield strength or else there will be pile damage...

Still have all the pictures n the method statement for this method? Can u share n contact me...

could have improve the safety of worksite

can anyone tell me the procedure of Dynamic load test or any link where its given briefly. Thanks in advance!

I think the crane operator doing the best job...can handle the heavy hammer...and the most important thing are gauges not broken...haha

No Health and safety measures for the measurement of hammer heights?? Where is this place?

Wow so many safety lapses somemors can smoke onsite WTH!

have that guys ever heard a word SAFETY?

Have you a job for me in Deep foundation testing department

how many times hammering sir for checking the pile

where is Freepal... accutually Hammer Fall down is nt good.... so testing time pile taken Load 50% only....

hammer weight& hammer height how decied

What is the diameter of the pile?

PDA test is recommended for pile bearing capacity below ( 100 ton .....Static loading test . PDA test is faster and competitive.

gonna do this today, long live Safety supervisors!! F#ck Engineers.. lol

If there is no support system, there is no need to dig such a big hole.

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