Example Problems-Classifying Coarse Grained Soils
14:24
Example Problems-Classifying Coarse Grained Soils
3 жыл бұрын
Soil Classification: Part 2 Coarse Grained soils
14:32
Soil Classification: Part 2 Coarse Grained soils
3 жыл бұрын
C-U Triaxial Soil Test, Part 3--Consolidation & B-Value Check
23:30
C-U Triaxial Soil Test, Part 3--Consolidation & B-Value Check
4 жыл бұрын
C-U Triaxial Soil Test, Part 2--Cell Assembly
21:10
C-U Triaxial Soil Test, Part 2--Cell Assembly
4 жыл бұрын
C-U Triaxial Soil Test, Part 1--Shear Testing
14:43
C-U Triaxial Soil Test, Part 1--Shear Testing
4 жыл бұрын
C-U Triaxial Soil Test, Part 4--Shear Testing
25:23
C-U Triaxial Soil Test, Part 4--Shear Testing
4 жыл бұрын
Capillary Rise & Effective Stress in soil
22:08
Capillary Rise & Effective Stress in soil
4 жыл бұрын
Dilation and Contraction
14:37
Dilation and Contraction
4 жыл бұрын
Table Top Direct Shear Test
19:25
Table Top Direct Shear Test
4 жыл бұрын
1-D Consolidation Test Overview
1:18
1-D Consolidation Test Overview
4 жыл бұрын
1D Consolidation Test: Lab Procedures
27:38
1D Consolidation Test: Lab Procedures
4 жыл бұрын
Earthwork Part 2
9:25
Earthwork Part 2
4 жыл бұрын
Earthwork Part 1
11:40
Earthwork Part 1
4 жыл бұрын
3-Phase Diagrams Part 2
14:45
3-Phase Diagrams Part 2
4 жыл бұрын
3-Phase Diagrams Part 1
11:23
3-Phase Diagrams Part 1
4 жыл бұрын
Constant Head Permeamter Test
7:10
Constant Head Permeamter Test
6 жыл бұрын
Sand Cone Density Testing
7:13
Sand Cone Density Testing
6 жыл бұрын
Proctor 1
7:22
Proctor 1
6 жыл бұрын
Hydrometer 1
6:22
Hydrometer 1
6 жыл бұрын
Sieve Analysis Lab Test
6:11
Sieve Analysis Lab Test
6 жыл бұрын
Atterberg Limits Tests
10:53
Atterberg Limits Tests
6 жыл бұрын
Create Excel Category Chart
5:06
Create Excel Category Chart
8 жыл бұрын
Slope Stability: Methods of Slices
34:28
Slope Stability: Methods of Slices
9 жыл бұрын
Vocabulary for Precision Unit 1 A
10:36
Vocabulary for Precision Unit 1 A
9 жыл бұрын
Drilling and Sampling
10:14
Drilling and Sampling
9 жыл бұрын
Cone Penetrometer Testing
22:24
Cone Penetrometer Testing
9 жыл бұрын
CE 326 Mod 12.9b Triaxial Shear Test
17:11
CE 326 Mod 12.9b Triaxial Shear Test
9 жыл бұрын
CE 326 Mod 12 9a Direct Shear Test
11:45
CE 326 Mod 12 9a Direct Shear Test
9 жыл бұрын
CE 326 Mod 11.2 Consol vs time
11:19
CE 326 Mod 11.2 Consol vs time
9 жыл бұрын
Пікірлер
@PeterYoon-qk7oo
@PeterYoon-qk7oo 8 күн бұрын
This video is very helpful for beginner.... Thank you...
@yusraal-sabahi5309
@yusraal-sabahi5309 15 күн бұрын
That’s brilliant way to explain…thank you ❤
@m.sahrulrizki299
@m.sahrulrizki299 29 күн бұрын
Love your video respectable sir, i hope you're always in good health so you can teach us more about soil world 👍
@user-yr7fy1cg2u
@user-yr7fy1cg2u Ай бұрын
Thank you very much. Wonderful explanation.
@yasinkalca5690
@yasinkalca5690 2 ай бұрын
why there ıs no unconsolidated draıned (UD) test ?
@reza1001us
@reza1001us 2 ай бұрын
Could you please explain what the Gama (sat) is?
@MorselOfBread
@MorselOfBread 3 ай бұрын
Kids, do yourselves a favor and always draw a 3-phase diagram 🙂
@muhamadshukur7573
@muhamadshukur7573 3 ай бұрын
Thanks for presintation
@aratra5758
@aratra5758 3 ай бұрын
Thank you so much!!
@LittletoeLaden
@LittletoeLaden 3 ай бұрын
Thank you !
@AndrewFerneau-ny3hy
@AndrewFerneau-ny3hy 3 ай бұрын
At 9:58 you have Porosity equaling 38.9% is that an error? Because when I did mine I got (0.0058/0.0157)x(100%) = 36.9%. Am I do something wrong? Also why is the Water content divided by the dried sample and not the original sample weight. aren't we trying to figure out how much water was in the original sample?
@introductiontogeotechnical4976
@introductiontogeotechnical4976 3 ай бұрын
Could be. I'm notorious for making errors.
@williamt.szeibert8699
@williamt.szeibert8699 3 ай бұрын
If CD takes longer to conduct than the CU, and gives you the same parameters as CU, when would you use a CD test over a CU test?
@introductiontogeotechnical4976
@introductiontogeotechnical4976 3 ай бұрын
Precisely why CD tests are seldom done.
@tapashbarman6196
@tapashbarman6196 4 ай бұрын
Nice explanation
@aveenaaspaudel8040
@aveenaaspaudel8040 4 ай бұрын
In 13:55, you said that effective stress is greater than total stress, but in other books and videos, pore water is positive and it gets subtracted from total stress.
@jovanvukadinovic9492
@jovanvukadinovic9492 5 ай бұрын
I was wondering about one specific thing. The effectiveness of pneumatic tire roller while compacting finer granular soils such as sandy gravel. I am skeptic about it.
@gizemkacann
@gizemkacann 5 ай бұрын
many thanks for wonderfull explanation. :)
@mohammadkhalid6745
@mohammadkhalid6745 5 ай бұрын
Thank you for sharing this helpful video
@rossyharinthratnam3786
@rossyharinthratnam3786 5 ай бұрын
Thanku
@matinjalalimoghadam1549
@matinjalalimoghadam1549 5 ай бұрын
Highly appreciate your time and experience you freely shared with people around the globe. As a PhD student it was really influential for my studies. Tnq indeed Prof. Kitch.
@luongtuananh1220
@luongtuananh1220 6 ай бұрын
very good demostration thank you a lot
@chrisronald2856
@chrisronald2856 6 ай бұрын
really nice video
@manojpaudel9718
@manojpaudel9718 6 ай бұрын
Thank you. Very helpful
@wendelljohnson4856
@wendelljohnson4856 7 ай бұрын
I know it's a long shot since this video is over 8 years old but since I don't have the text book, can anyone share the answers to the problems in the comments below for comparison purposes. It would be greatly appreciated. Thx
@faisalsahmed
@faisalsahmed 7 ай бұрын
The best part of the videos is your voice ...very precise and clear
@DarrylCastelino
@DarrylCastelino 7 ай бұрын
ok I have a question, you say you're saturating the sample but at the same time the sample is consolidated.... could you explain?
@gecaprathamesh6583
@gecaprathamesh6583 8 ай бұрын
Very helpful! ☺ At 11:22 mins Volume of water = 0.0173, not 0.0143
@hughg.rection1724
@hughg.rection1724 8 ай бұрын
post nut clarity
@user-li6vp6us1p
@user-li6vp6us1p 8 ай бұрын
helped alot, thank you
@user-li6vp6us1p
@user-li6vp6us1p 8 ай бұрын
Awesome!
@jorgel1887
@jorgel1887 8 ай бұрын
I’m a grad student and I’m glad I found this video. Thanks!
@alideep9656
@alideep9656 8 ай бұрын
Thabk you again
@janek7955
@janek7955 9 ай бұрын
man I hate imperial units
@alideep9656
@alideep9656 9 ай бұрын
Thank you
@shivashankarrajappa3004
@shivashankarrajappa3004 10 ай бұрын
Prof. So nice. Which university do you teach ? with regards Shivashankar
@mmayenakpabio1826
@mmayenakpabio1826 10 ай бұрын
Absolutely what I needed. Thank you.
@AlexLovesToRunn
@AlexLovesToRunn 10 ай бұрын
This is just brilliant. Yes, soils are cool! Very helpful for my Saturated Soil Mechanics course.
@EartheeBailee
@EartheeBailee 10 ай бұрын
Excellent video for studying for the asbog exam!! Thank you so much, as a visual learner all the lab videos are super helpful!!! <3
@user-lb8hp7hs8q
@user-lb8hp7hs8q 10 ай бұрын
My triaxial model video in FEM. kzfaq.info/get/bejne/j9ibls2EsLqxoHk.htmlsi=HoLG4gwwRJon_CpP
@xre1106
@xre1106 11 ай бұрын
where is the lab manual
@tienconguc8016
@tienconguc8016 11 ай бұрын
Hello, Sir. thank you for your video! Can you explain for Soil E, the Cu>6 and 1<=Cc<3 follow D2487, but the soil is Cu>6 and Cc <1, there is no option in the D2487 standard ?
@luisaifunao
@luisaifunao Жыл бұрын
Wow
@ShuaCigar
@ShuaCigar Жыл бұрын
I wish you were my geotech professor back then😢
@marionmutwota2498
@marionmutwota2498 Жыл бұрын
Great presentation Prof. Thank you for making it accessible
@volkanemren3669
@volkanemren3669 Жыл бұрын
Perfect presentation, appreciated.
@cygtrafolia1007
@cygtrafolia1007 Жыл бұрын
this is the best quality video so far. kudos
@geotechnical3422
@geotechnical3422 Жыл бұрын
sir plz next part
@Halfevilracing333x
@Halfevilracing333x Жыл бұрын
Good educational video. I think most drill operators could benefit from a quick watch👍👏
@user-zb6ho4gz7b
@user-zb6ho4gz7b Жыл бұрын
perfect delivery of a rather complex issue.
@khantahsinazad4250
@khantahsinazad4250 Жыл бұрын
You are excellent
@saderick52
@saderick52 Жыл бұрын
@19:22 I believe P is effective pressure itself (@17:46), so we should Not subtract pore pressure again.