Відео

Hey, do you have a video on deep soil or shake?

Very good video. I’m in a graduate geotech class and a lot of these concepts are bit rusty for me. You explain it all in a very concise and thorough way that is understandable.

Thank you so much Dr Kevin for this amazing presentation. It was really really helpful.

26:45

Great. love and respect from Pakistan

So what ? Who ever recruits faculty without with zero investment???

Absolutely amazing

At 35:39 you hace a mistake in the delta e2 expression. The numerator inside the log is wrong. It should be sigma 0 + delta sigma - sigma_p. Please verify.

excellent sir ,plz complete the whole course your lectures are very amazing

connection of one side of the mountain to the other

Hey Prof Franke, just reviewing this as I'm preparing for the PE structural exam. I appreciate how much effort and care you put into your time as a professor and wish you the best! Thanks for everything.

That was great. Please make some videos about linear time history analysis using Etabs or Sap2000 for practicing engineers. My living area is prone to near-fault earthquakes.

How to determine the rate for adding water

Prof. Thank you for your work. this is so helpfull.

Absolutely brilliant. Thank you very much

Congratulations!!. Very useful lessons. Greetings from La Paz in Bolivia!

2024, and still watch your video. Thanks!

It was a great explenation for LEP problem. Thank you.

this was brilliant, cheers!

Kindly pls upload the lecture 6,7,8,9 &10.thank u

Pls upload lecture 6,7,8,9 10

How can I get the pdf file of these notes

Captions are unavailable😢

2024🙋🏻‍♀️ thanks. This is superb. ❤ from Dubai & Philippines

Legend, absolute legend.

Dr. Franke - thank you for the content. How are the results of the modified proctor actually applied in the field, for situations where the soil won't be disturbed, say at the base of a spread footing. Suppose the optimum moisture is determined, how is a contractor actually increasing or decreasing the moisture % in the field, and to what depth? The layer beneath said depth won't be tested or compacted, isn't the compaction only as good as that beneath layer?

I think this is one of the best explanations on Mohr's circle I have found sofar. Both in books and online.

Software seems quite capable. Can it also be used for generating time histories to match floor response specta, noting that in this case the structure would have filtered out a good portion of the ground frequency content. Would you use real earthquake signals as seeds for the FRS generation or a stationary random signal could be more appropriate for the FRS ??

Thank you for the great explanation. The procedure for obtaining soil samples for testing equipment is not clear. Take a soil sample with a rough N value using a standard penetration test. The operation is performed without knowing which depth of soil is suitable for the soil sample. If stones are mixed in, the inspection machine will not work properly. Obtain it at 1cm along with the N value data using an in-situ test machine. At the same time, data on loading, rotation, and settlement amount will be obtained. Perform the calculation to obtain C and φ. At that time, the singularity can be identified as the part that is causing the slope failure. C and φ are design data for renovation and construction, and must also be used as data for disaster prevention.

❤❤good

You have made it clear and easy to digest. Thanks a lot and big love.

❤❤❤good

Hope you’re doing fine from your surgery and all bad things.

❤good.🌹🌹🌹

-_-

Great presentation

Brilliant presentation 👌

Slay

MEEEEE 7:26

I am eager to know the name of the legend. But what a great lecture sir 🎉🎉. Thank you very much 🙏

Thanks!

You stood by and let your kids be tortured by your wife. You should be in jail

very useful

Show us the table you use to plot your readings.

I dont think the pdf would be gaussian, the probability of a 4.0 earthquake should be much greater than 7.0

I am from india

🎉nice and valuable

❤❤❤❤

This is the first time i understand Mohr's Circle! Thank you so much professor!

i am glad these things already finished, i wanted to get a glimpse of what its like to be a civil engineer:D graduated computer science :D