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Scott Brandenberg
Registrace 7. 03. 2015
17SEE Brandenberg
My keynote lecture on Nov. 16, 2022 at the 17th Symposium on Earthquake Engineering (www.iitr.ac.in/17see/) covered the influence of soil-structure interaction on ground failure potential due to liquefaction of sand-like soils or cyclic softening of clay-like soils. The 35-minute long presentation is followed by a Q&A session. Thanks to the conference organizers for inviting me to give this presentation!
0:00 Slide 1. Introduction
0:35 Slide 2. Collaborators
0:48 Slide 3. Motivation
3:52 Slide 4. Motivation
5:25 Slide 5. Existing Methods
6:23 Slide 6. Existing Methods
7:39 Slide 7. Existing Methods
8:48 Slide 8. Motivation
9:40 Slide 9. Motivation
10:53 Slide 10. Methodology: Demand
14:59 Slide 11. Methodology: Demand
16:27 Side 12. Methodology: Demand
17:51 Slide 13. Methodology: Resistance
20:14 Slide 14. Methodology: Resistance
21:25 Slide 15. Methodology: Resistance
23:28 Slide 16. Centrifuge Modeling Program
24:22 Slide 17. Centrifuge Modeling Program
24:46 Slide 18. Centrifuge Modeling Program
25:19 Slide 19. Centrifuge Modeling Program
26:15 Slide 20. Centrifuge Modeling Program
27:38 Slide 21. Centrifuge Modeling Program
28:25 Slide 22. Centrifuge Modeling Program
29:02 Slide 23. Centrifuge Modeling Program
30:25 Slide 24. Conclusions
31:36 Slide 25. Limitations
34:27 Slide 26. Acknowledgments
0:00 Slide 1. Introduction
0:35 Slide 2. Collaborators
0:48 Slide 3. Motivation
3:52 Slide 4. Motivation
5:25 Slide 5. Existing Methods
6:23 Slide 6. Existing Methods
7:39 Slide 7. Existing Methods
8:48 Slide 8. Motivation
9:40 Slide 9. Motivation
10:53 Slide 10. Methodology: Demand
14:59 Slide 11. Methodology: Demand
16:27 Side 12. Methodology: Demand
17:51 Slide 13. Methodology: Resistance
20:14 Slide 14. Methodology: Resistance
21:25 Slide 15. Methodology: Resistance
23:28 Slide 16. Centrifuge Modeling Program
24:22 Slide 17. Centrifuge Modeling Program
24:46 Slide 18. Centrifuge Modeling Program
25:19 Slide 19. Centrifuge Modeling Program
26:15 Slide 20. Centrifuge Modeling Program
27:38 Slide 21. Centrifuge Modeling Program
28:25 Slide 22. Centrifuge Modeling Program
29:02 Slide 23. Centrifuge Modeling Program
30:25 Slide 24. Conclusions
31:36 Slide 25. Limitations
34:27 Slide 26. Acknowledgments
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Thank you for this! You taught this way better than my professor
Sir, any chemical to solve hard clay convert soft clay.
Thank you for this!
10:01 😲 ooooohhhhmmmmmagod THATS RIGHT!!! (Why the hell didn't I think of that....on 3 hrs of sleep in 3 days....💩) GREAT XPLANATION! THANK YOU!!!
Regarding tube samples, there are also field-extruded shelby tube samples. So, the sample is driven smoothly but at relatively high pressures using a relatively thick sampler and extruded from the sampler via one end using a hydraulic ram and a stopper for the shelby tube, (allowing you to immediately reuse the shelby tube sampler in the field and collect more but more disturbed samples). Or do you consider that "remolded"
Informative
In the linear interpolation, you were like the distance between C and D was 20. It is not really clear
The programme is very nice could you upload the programme
thank you professor Brandenberg
thank you so much professor
Great
could you uplod the programme
Finally an ENGLISH video. English GEOtech videos are much needed. Not many at all. Thank you!!!!!!!!
Beautiful video. Wishing you were my professor. All it took was a 15 minute video to show just how dedicated you really are to the success of your students.
Great lecture!
this was awesome. Thanks mate :)
Excellent video. This is helping me with some Geological Engineering homework.
Edible film
It was very helpful. Thank you so much.
The graphical method isn't clear.
The mic scraping was quite distracting, and there was basically a jump scare around 0:45. Good thing my volume was low. EDIT: Some random high pitched noise, fan noise? Even worse! EDIT2: Yeah around 3:20 the fan ramps up and down a bit. EDIT3: 11:26 oW! my ears! they bleed! EDIT4 And 11:35 was even worse.
Thank you for this! I'm writing a lab report and this covers everything I think I'll need to plot.
Beautiful and so insightful, thank you Mr Scott 👍
That was nice explanation, thank you
Great video, thanks!
Members Explain how to relate the stress levels in the field and the laboratory.?
Which software did you use for writing?
I haven't attended the lectures on clay and this video really helped thank you
exaclty what i was looking for to make incense. thanks.
Quran S15-V26 "And We did certainly create man out of clay from an altered black mud." Quran S15-V28 "And [mention, O Muhammad], when your Lord said to the angels, "I will create a human being out of clay from an altered black mud." Quran S55-V14 "He created man from clay like [that of] pottery."
👌
Awesome work!
Sir your way of teaching is Highly informative and conceptual. Kindly make full course on Advance Soil Mechanics , your knowledge and lectures shall be educational gift for all world students and professionals. Love and respect from Pakistan 💖🙏
Nice
Lots of gratitude!
And how does like 25-50% of smectites in the soil affect crop growing? Is it still helpful to have clay for agriculture with this rather higher content of clay?
Why do we have clay minerals and quartz dominating the mineral contents of soils?
Could you please give us the reference of your last table regarding the properties of Pure Clay Minerals ? Thank you for the nice lecture sir !
Jeezus friggin christ, YOU SUCK! Thought I might have figured out the rock hard pink and green veins in the clay, but fuck your boring shit, I'll read a book!
Excellent
Could you upload this program?
I don’t know how to thank you but you answered all my questions that I have been looking for. For the past 3 weeks
i dont mean to be offtopic but does anyone know a method to log back into an Instagram account?? I somehow lost my login password. I appreciate any tips you can offer me
@Stephen Yosef Instablaster :)
@Karter David i really appreciate your reply. I got to the site through google and I'm in the hacking process now. Seems to take quite some time so I will get back to you later when my account password hopefully is recovered.
@Karter David It worked and I now got access to my account again. Im so happy:D Thank you so much, you saved my account!
@Stephen Yosef Glad I could help xD
Hi Scott, i really love your video tutorials. I am taking my masters and SHANSEP method is one of my topic. Can you share this paper (pdf file) about stability evaluation during staged construction and Ladd (1991) where he summarised very well the SHANSEP method? Thankyou so much
Hello dimphna Sumaoy Did you get that paper?
Thanks for the info 😃
Looser
wtf??
I think you are the biggest loser in the world , you need to shut up forever 🤐
This is astonishing Mr.Scott. Really. Thank you
I need derivation of three dimensional consolidation theory
Amex, I only have the one-dimensional theory derivation. Three-dimensional consolidation is complicated by multiple factors, including: (1) pore pressure generated by shearing under a complex 3-D change in stress, (2) anisotropy of hydraulic conductivity and potentially compressibility, and (3) drainage boundary conditions. For these reasons, I believe three-dimensional consolidation problems are generally solved numerically rather than analytically. However, there are some solutions for consolidation beneath finite-sized vertical loads acting on circular or rectangular areas. They become similar to the one-dimensional solution when the size of the footing is large relative to the thickness of the consolidating layer.