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how abaout windows scan?

According to ASTM D4318-17 "When the diameter of the thread becomes 3.2 mm, break the thread into several pieces. Squeeze the pieces together, knead between the thumb and first finger of each hand, reform into an ellipsoidal mass, and re-roll. Continue this alternate rolling to a thread 3.2 mm in diameter, gathering together, kneading and re-rolling, until the thread crumbles under the pressure required for rolling and the soil can no longer be rolled into a 3.2-mm diameter thread." The procedure you are showing may result a plastic limit at higher water content. I think you have to reroll it (make it into more smaller parts) it again and again until they can no longer achieve that diameter.

A lot of metamorphic rock is NOT foliated. And some foliation is just bedding layers for sedimentary rock. And can you please show us the difference between metamorphic igneous rock and metamorphic sedimentary? Trick question for high grade metamorph. In his set of rocks you don't even have the major types of metamorph that I see on my hikes. You can do better.

Happy Chinese New Year🎉

For the peeps here, this is the convention in geomechanics. Tension is -ve and compression is +ve. If you are taking solid mechanic/mechanics of materials/strength of materials, the convention is the opposite.

এটা শুধু তার কথা না এটা দলের সকল সান্ডা পান্ডাদের মনের কথা

How to know the Ips in different depth in % (strain/pF) usually? Thanks.

But howw?

Thank you very helpful 💚🙏

Annual probability of exceedance is 10%/50years=0.002 Return period is 1/annual probability=1/0.002=500 years. The correct return period is 500 years. YOU ARE INCORRECT.

Is probability of occurrence the same as probability of exceedance?

very interresting . Thanks a lot. If you allow me i have a question: How to choose the type of test (UCS or Triaxial) to evaluate modulus E and poisson ratio v. In the case of soil block analyses, which test is recommended for simulation prupose. Thanks

Hi ..does the joint spacing have calculation or formula?

I had no idea these even existed!

Unit weight (kn/m3) = density (g/cm3) × gravity (m/s^2). How please?

🎉

Thanks a lot mate

how to calculate signmax when select application slope?

😊😊😊 thanks

It was helpful👍

Awsome

why do that? if you let those cool more slowly, the chances of cracking also is lower

wtf is happening in zhōngguó

the tipper tapper

why you put alpa 5

Sir, How to determine sigma 3 (Horizontal Stress). on filed or By formulas

Thanks Sir ❤❤

Thank you very much for the informative content provided.

Thank you sorry much very useful

WOW GREAT ! ! ! It says Griffith University . . which campus, which department, what degree(s) do you have, etc, etc. I'm writing my master's thesis. I've discovered much useful information on RUclips channels. So much so that I'm compiling a list of these videos in the reference section of my paper. THANK YOU ! ! !

Where did you find the classification chart ? I'm only familiar with the ASTM D2487.

While marking we need to rotate always on anticlockwise direction but you sir using clockwise rotation

What if fs is not given

Thank you very much. This is very easy to understand and apply.

🤝👍

Here this pga are bed rock pga or surface pga??

why not take the north direction while drawing big circle? why only horizontal

I'm happy for you

Thank you Dr Ivan :)

❤❤❤

Sir, i want to ask at the last minute of this video, the equation of k20 = k x kt. Where did you get the value of k ? Based on 3 average of data or what ?

very obviously🎉

Tremblay Wells

A simple and inexpensive test, with a fun story behind it.

Therese Square

Cheer~~~the quality or state of having an uneven or irregular surface.😊

359 Karli Extensions

Joannie Fields

Hansen Hollow