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Rodriguez Susan Walker Sarah Thompson Mary

Wow what a informative video? Thanks for your work... 👍

Thank you , It was great information 🌹

They should have done a video on how their poor safety on site impacts the surrounding neighborhood of their bore piling. It's nice to have interns to prepare such videos, but it's a different story if you have untrained workers on site pushed by money sucking, greedy shareholders. Currently this company is doing the bore piling in SS8 for Sunway Serene Phase2 without major consideration of the adjacent neighborhoods. The boring rig keeps drilling at max speed even tough once they hit the hard rock already, which caused ground vibrations that has caused major damages to the houses and infrastructure. It is a shame that they can work, bypassing any rules and regulations in this country, but as we all know Sunway (the maincon) has pockets full of cash and therefor is free to do what they want and those citizen in SS 8 & 7 are left helpless, watching their houses cracking all over the place.

Good job. When cleaning the bottom of the hole, it may be advantageous to use a suction bucket instead of the air lift or reverse circulation, particularly in a remote location or in the interest of economy. Take care and best wishes in your endeavors.

goood job

What prevention method to taken if raining happen during boring of bored hole and during casting of bore hole?is there any effect if the bentonite mix with rain?

Wow! From Singapore cheers! Hoping to learn more geotechnical engineering !

VERY IMPRESSED BY YOUR WELL DETAILED EXPLAIN, I HAVE BEEN ABLE TO MASTER THIS TEST AT JUST A GLANCE

Hi, i would like to enquire bout the difference of kn/m2 or ton/m2.. how do it calculate and convert? i've check many website still dont get a simple answer. some warehouse building spec will show i.e 5 kn/m2 some will put 3 ton per meter. let say if i have a pallet weight 500kg in a meter wide. How many pallet (500kg each) i can stack on top of it if the spec given is 5 kn/m2.. do it make any difference if use the stack rack like many other warehouse?

thank you pretty lady

You don t do a geotechnical study before boring piles? And take sample to know what u re dealing with ?

The most detailed Geo works ive come across. Thanks and more video on these types.

Brilliant and informative video, thank you.

Nice expalnation

❤❤❤❤

What if the load cell shows reduction? Do we have to jack it back to the calculated force?

Nice sharing❤

Temporary steel casing is push down first and then start drilling...or it both go down together? If it is together, how the casing being tied to the odex system?

Good

Thank you for making this video, hopefully i can apply it during my first day on site

thank you ❤

❤

Mucha gracias

Excellent video and experiment!

Excellent explanation, the best in RUclips

Good explanation. Good job

This video explained very clearly about cast in situ bored pile construction. Thanks much.

How about Bi-Directional method ? What standard criteria using in the field ? Could share it ? 😅

That was great, I appreciate

Do make more videos on soil exploration and geotechnical engineering. Loved the animations.

Thank you so much 👍

Sweet smile❤

Mantap

Very helpful bro

Great explanation. Some nitpick comment. 1. There is intrumented working pile as well. 2. Both have same risk to topple..wait until you see one..laymen call "anchor tercabut".🙂

GOO KEEP POSTING MORE VIDEOS WE LEARN TOGETHER

what is the difference between rock anchor and nails ?

awesome demo!

Geohan Mont Kiara hadir boss 😁😁

Good demonstration, but final results should have been matched before and after the reinforcement i.e. Nails application ! Anyhow, it was good one, and thanks for that.

cool !

Nice !

Keep it up !

Will this be effective on the rocky slope where Earth cutting is preceded by blasting use dynamite

niceee

....caeson....h034...mati sakjerone urib...meng wong ndeso...wong randue besty

Good stuff!

What design code did you use? Thanks!

Nicely explained