Geohan Media

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@MdKhokonMia-xc1ov 23 күн бұрын

goood job

@desmondtan7807 Ай бұрын

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?

@geohanmedia4963 Ай бұрын

A good practice would be to cover the hopper on top of the concrete mixer truck with a canvas to minimise rain water during concreting. As for bentonite, priming the mix with new bentonite mix to achieve its desired density and viscosity would do.

@raylearnstofilm6668 2 ай бұрын

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

@geohanmedia4963 Ай бұрын

We will post more. Great to hear that you like it.

@chrisadakole 2 ай бұрын

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

@geohanmedia4963 Ай бұрын

We are glad that it has been helpful.

@jitcochin 4 ай бұрын

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?

@muhammadrayyan8893 6 ай бұрын

thank you pretty lady

@geohanmedia4963 Ай бұрын

You are so welcome

@sacronunez4316 7 ай бұрын

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

@bentong1002 7 ай бұрын

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

@geohanmedia4963 Ай бұрын

More to come!

@sirxenon6855 7 ай бұрын

Brilliant and informative video, thank you.

@geohanmedia4963 Ай бұрын

Glad it was helpful!

@madhuvnr8882 8 ай бұрын

Nice expalnation

@keleniengaluafe2600 8 ай бұрын

❤❤❤❤

@kenichiwa2 8 ай бұрын

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

@geohanmedia4963 Ай бұрын

Yes, sometimes the load cell would show reduction due to elongation of the PC strands, relaxation of the locking wedges or the pile continues to settle. We would continue to increase the load or jacking until the desired load/force to continue the test.

@zainatulakram242 9 ай бұрын

Nice sharing❤

@geohanmedia4963 Ай бұрын

thanks for respond

@faizulhodzai4990 9 ай бұрын

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?

@geohanmedia4963 Ай бұрын

The drill bit would go down together with the temporary casing. It is quite hard to explain here, how the odex system works. Probably we save it for another vlog. Thnx

@huongnguyenxuan8333 9 ай бұрын

Good

@adibafham7823 11 ай бұрын

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

@geohanmedia4963 11 ай бұрын

You can do it!

@mohammed40896 11 ай бұрын

thank you ❤

@geohanmedia4963 11 ай бұрын

You're welcome 😊

@818geotechnicaltestingservices 11 ай бұрын

❤

@abidsufyan7686 11 ай бұрын

Mucha gracias

@geohanmedia4963 11 ай бұрын

de nada

@jamescps8799 Жыл бұрын

Excellent video and experiment!

@geohanmedia4963 11 ай бұрын

Thank you! Cheers!

@jamescps8799 Жыл бұрын

Excellent explanation, the best in KZfaq

@geohanmedia4963 11 ай бұрын

Glad it was helpful!

@adcesp6431 Жыл бұрын

Good explanation. Good job

@geohanmedia4963 11 ай бұрын

Glad it was helpful!

@ingjinthant7 Жыл бұрын

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

@geohanmedia4963 11 ай бұрын

You are most welcome

@waynewai2276 Жыл бұрын

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

@geohanmedia4963 Ай бұрын

Thanks for your suggestion. We would post in in the future.

@rakanmomani1285 Жыл бұрын

That was great, I appreciate

@geohanmedia4963 11 ай бұрын

Glad you liked it!

@dannyzeke Жыл бұрын

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

@dannyzeke Жыл бұрын

Thank you so much 👍

@geohanmedia4963 11 ай бұрын

You are welcome

@sohibulkastam2663 Жыл бұрын

Sweet smile❤

@alifimran9049 Жыл бұрын

Mantap

@user-up5up7vp3y Жыл бұрын

Very helpful bro

@nabilsyaffiqabdulrahman Жыл бұрын

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".🙂

@silakimutai8889 Жыл бұрын

GOO KEEP POSTING MORE VIDEOS WE LEARN TOGETHER

@jaggaadaku Жыл бұрын

what is the difference between rock anchor and nails ?

@jaggaadaku Жыл бұрын

awesome demo!

@Onad08 Жыл бұрын

Geohan Mont Kiara hadir boss 😁😁

@HabibKhan-gw7lx Жыл бұрын

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.

@geohanmedia4963 Ай бұрын

Thnx. Glad that you like it.

@Szhihihihihihi Жыл бұрын

cool !

@Szhihihihihihi Жыл бұрын

Nice !

@Szhihihihihihi Жыл бұрын

Keep it up !

@Tenzman10 Жыл бұрын

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

@geohanmedia4963 Ай бұрын

Yes and no. A similar system on rocky slope would be named as a Rock bolt. Rock bolt only may not be sufficient after blasting. A mesh or rock netting system maybe needed to prevent rock fall.