uSeeGeo
uSeeGeo
  • Видео 161
  • Просмотров 1 303 142
ABAQUS Seepage Model: 2 - Lowering water table inside cofferdam
Part 1 - Initial Model Setup: ruclips.net/video/vUupy4MZKXw/видео.html
Part 1.1 - Save screenshot and animation
HEAT CONDUCTION PARAMETERS - SEEPAGE PARAMETERS
Temperature - Fluid potential
Specific heat times density - Specific storage
Thermal conductivity - Hydraulic conductivity
#ABAQUS#Seepage#HeatConduction
Music: www.bensound.com
Просмотров: 1 194

Видео

ABAQUS Seepage Model: 1.1 - Save screenshot and animation
Просмотров 7372 года назад
Part 1 video link: ruclips.net/video/vUupy4MZKXw/видео.html Timestamps for key steps 00:00 Start 00:22 Set “Viewport Annotation Options” 00:31 Save screenshot to file 01:17 Set “Active Steps/Frames” 01:32 Create animation 01:50 Save animation file HEAT CONDUCTION PARAMETERS - SEEPAGE PARAMETERS Temperature - Fluid potential Specific heat times density - Specific storage Thermal conductivity - H...
ABAQUS Seepage Model: 1 - Initial Setup
Просмотров 1,5 тыс.2 года назад
A classical seepage problem modeled using ABAQUS’s heat conduction module: video 1 - Initial setup. Timestamps for key steps 00:00 Seepage model description 03:06 ABAQUS model Setup 04:23 Create Materials and Section 06:03 Create Sets 08:35 Create Steps & Boundary Conditions 10:43 Request Field Output 11:14 Request History Output 11:54 Create Mesh 13:21 Create Analysis Job 14:47 Results and pos...
Chapter 10 Extra Example 2 - Stress increase due to rectangular footing & bilinear interpolation
Просмотров 10 тыс.3 года назад
Textbook: Principles of Geotechnical Engineering (9th Edition). Braja M. Das, Khaled Sobhan, Cengage learning, 2018. Chapter-by-Chapter Playlists Chapter 1 - Introduction to Geotechnical Engineering ruclips.net/p/PL7aULcvvgJj91k73IT7aZUGojoH53Go64 Chapter 2 - Origin of Soil and Grain Size ruclips.net/p/PL7aULcvvgJj8frE2ef9R3_o50XWWpQRul Chapter 3 - Weight-Volume Relationships ruclips.net/p/PL7a...
Chapter 12 Example 11 Undrained shear strength of clay
Просмотров 4,8 тыс.3 года назад
Textbook: Principles of Geotechnical Engineering (9th Edition). Braja M. Das, Khaled Sobhan, Cengage learning, 2018. Chapter 1 - Introduction to Geotechnical Engineering ruclips.net/p/PL7aULcvvgJj91k73IT7aZUGojoH53Go64 Chapter-by-Chapter Playlists (including all videos) Chapter 2 - Origin of Soil and Grain Size ruclips.net/p/PL7aULcvvgJj8frE2ef9R3_o50XWWpQRul Chapter 3 - Weight-Volume Relations...
Chapter 4 Lecture 2B - Important indices using Atterberg limits
Просмотров 1,6 тыс.3 года назад
Textbook: Principles of Geotechnical Engineering (9th Edition). Braja M. Das, Khaled Sobhan, Cengage learning, 2018. Chapter-by-Chapter Playlists (including all videos) Chapter 1 - Introduction to Geotechnical Engineering ruclips.net/p/PL7aULcvvgJj91k73IT7aZUGojoH53Go64 Chapter 2 - Origin of Soil and Grain Size ruclips.net/p/PL7aULcvvgJj8frE2ef9R3_o50XWWpQRul Chapter 3 - Weight-Volume Relations...
Chapter 12 - Vane shear test and sensitivity of clays
Просмотров 3,9 тыс.3 года назад
Textbook: Principles of Geotechnical Engineering (9th Edition). Braja M. Das, Khaled Sobhan, Cengage learning, 2018. Chapter-by-Chapter Playlists (including all videos) Chapter 1 - Introduction to Geotechnical Engineering ruclips.net/p/PL7aULcvvgJj91k73IT7aZUGojoH53Go64 Chapter 2 - Origin of Soil and Grain Size ruclips.net/p/PL7aULcvvgJj8frE2ef9R3_o50XWWpQRul Chapter 3 - Weight-Volume Relations...
Chapter 1 Introduction to Geotechnical Engineering
Просмотров 5 тыс.3 года назад
Textbook: Principles of Geotechnical Engineering (9th Edition). Braja M. Das, Khaled Sobhan, Cengage learning, 2018. Chapter-by-Chapter Playlists Chapter 1 - Introduction to Geotechnical Engineering ruclips.net/p/PL7aULcvvgJj91k73IT7aZUGojoH53Go64 Chapter 2 - Origin of Soil and Grain Size ruclips.net/p/PL7aULcvvgJj8frE2ef9R3_o50XWWpQRul Chapter 3 - Weight-Volume Relationships ruclips.net/p/PL7a...
Chapter 10 Extra Example 1 - Stress change due to rectangular loading (using linear interpolation)
Просмотров 8 тыс.3 года назад
Chapter 10 Stresses in a Soil Mass Two approaches presented: Use linear interpolation to find I3 value from Table 10.10. Use Figure 10.24 to read I3 from the graph. Textbook: Principles of Geotechnical Engineering (9th Edition). Braja M. Das, Khaled Sobhan, Cengage learning, 2018. Chapter-by-Chapter Playlists (including all videos) Chapter 2 - Origin of Soil and Grain Size ruclips.net/p/PL7aULc...
Chapter 12 Example 10 - Estimate undrained shear strength
Просмотров 4,7 тыс.3 года назад
Chapter 12 Shear strength of soil Chapter-by-Chapter Playlists (including all videos) Chapter 2 - Origin of Soil and Grain Size ruclips.net/p/PL7aULcvvgJj8frE2ef9R3_o50XWWpQRul Chapter 3 - Weight-Volume Relationships ruclips.net/p/PL7aULcvvgJj_pJraKf9RZHzG08vCVjxJX Chapter 4 - Plasticity and Structure of Soil ruclips.net/p/PL7aULcvvgJj_5qER2qVPuRpEKrEZqfN2F Chapter 5 - Classification of Soil ru...
Chapter 12 Extra Example 1 - Direct shear test and Mohr's circle at failure
Просмотров 11 тыс.3 года назад
Chapter 12 Shear strength of soil Chapter-by-Chapter Playlists (including all videos) Chapter 2 - Origin of Soil and Grain Size ruclips.net/p/PL7aULcvvgJj8frE2ef9R3_o50XWWpQRul Chapter 3 - Weight-Volume Relationships ruclips.net/p/PL7aULcvvgJj_pJraKf9RZHzG08vCVjxJX Chapter 4 - Plasticity and Structure of Soil ruclips.net/p/PL7aULcvvgJj_5qER2qVPuRpEKrEZqfN2F Chapter 5 - Classification of Soil ru...
Chapter 11 Example 1 - Primary consolidation calculation using e-log s’ curve
Просмотров 8 тыс.3 года назад
Chapter 11 Compressibility of soil (consolidation) Chapter 5 - Classification of Soil Textbook: Principles of Geotechnical Engineering (9th Edition). Braja M. Das, Khaled Sobhan, Cengage learning, 2018. Chapter-by-Chapter Playlists (including all videos) Chapter 2 - Origin of Soil and Grain Size ruclips.net/p/PL7aULcvvgJj8frE2ef9R3_o50XWWpQRul Chapter 3 - Weight-Volume Relationships ruclips.net...
Chapter 5 Example 3 - Soil classification dual symbol cases
Просмотров 9 тыс.3 года назад
Chapter 5 - Classification of Soil Textbook: Principles of Geotechnical Engineering (9th Edition). Braja M. Das, Khaled Sobhan, Cengage learning, 2018. Chapter-by-Chapter Playlists (including all videos) Chapter 2 - Origin of Soil and Grain Size ruclips.net/p/PL7aULcvvgJj8frE2ef9R3_o50XWWpQRul Chapter 3 - Weight-Volume Relationships ruclips.net/p/PL7aULcvvgJj_pJraKf9RZHzG08vCVjxJX Chapter 4 - P...
Chapter 9 Example 4 - Effective stress at the middle of a clay layer
Просмотров 3,4 тыс.3 года назад
Chapter 9 In Situ Stresses (Effective Stress) Textbook: Principles of Geotechnical Engineering (9th Edition). Braja M. Das, Khaled Sobhan, Cengage learning, 2018. Chapter-by-Chapter Playlists (including all videos) Chapter 2 - Origin of Soil and Grain Size ruclips.net/p/PL7aULcvvgJj8frE2ef9R3_o50XWWpQRul Chapter 3 - Weight-Volume Relationships ruclips.net/p/PL7aULcvvgJj_pJraKf9RZHzG08vCVjxJX Ch...
Chapter 4 Lecture 2A - Atterberg limits
Просмотров 2,4 тыс.3 года назад
Chapter 4 Plasticity and Structure of Soil Textbook: Principles of Geotechnical Engineering (9th Edition). Braja M. Das, Khaled Sobhan, Cengage learning, 2018. Chapter-by-Chapter Playlists (including all videos) Chapter 2 - Origin of Soil and Grain Size ruclips.net/p/PL7aULcvvgJj8frE2ef9R3_o50XWWpQRul Chapter 3 - Weight-Volume Relationships ruclips.net/p/PL7aULcvvgJj_pJraKf9RZHzG08vCVjxJX Chapt...
Chapter 4 Lecture 1B - Structure of cohesive soil & clay minerals
Просмотров 1,9 тыс.3 года назад
Chapter 4 Lecture 1B - Structure of cohesive soil & clay minerals
Chapter 4 Example 1 - Relative density of in situ sand deposit
Просмотров 2,9 тыс.3 года назад
Chapter 4 Example 1 - Relative density of in situ sand deposit
Chapter 4 Lecture 1A - Structure of cohesionless soil & relative density
Просмотров 3,5 тыс.3 года назад
Chapter 4 Lecture 1A - Structure of cohesionless soil & relative density
Chapter 3 Example 1 - Shelby tube weight-volume relationship example
Просмотров 5 тыс.3 года назад
Chapter 3 Example 1 - Shelby tube weight-volume relationship example
Chapter 3 Example 2 - Derive weight-volume relationship equation using phase diagram
Просмотров 4,8 тыс.3 года назад
Chapter 3 Example 2 - Derive weight-volume relationship equation using phase diagram
Chapter 3 Example 4 - Mass of water added to bring soil to full saturation
Просмотров 8 тыс.3 года назад
Chapter 3 Example 4 - Mass of water added to bring soil to full saturation
Chapter 2 Example 3 - Read % of different soils from a particle size distribution curve
Просмотров 9 тыс.3 года назад
Chapter 2 Example 3 - Read % of different soils from a particle size distribution curve
Chapter 2 Example 1 - Particle size distribution curve
Просмотров 79 тыс.3 года назад
Chapter 2 Example 1 - Particle size distribution curve
Chapter 2 Lecture 1 - Origin of Soil and Mechanical Analysis of Particle Sizes
Просмотров 2,5 тыс.3 года назад
Chapter 2 Lecture 1 - Origin of Soil and Mechanical Analysis of Particle Sizes
How to create a transparent cube in PowerPoint
Просмотров 22 тыс.3 года назад
How to create a transparent cube in PowerPoint
Chapter 8 Seepage - Example 4 Calculate Seepage Quantity
Просмотров 10 тыс.3 года назад
Chapter 8 Seepage - Example 4 Calculate Seepage Quantity
Chapter 8 Seepage - Example 3 Calculate Seepage Quantity and Pore Pressure using Flow Net
Просмотров 10 тыс.3 года назад
Chapter 8 Seepage - Example 3 Calculate Seepage Quantity and Pore Pressure using Flow Net
Chapter 10 Seepage - Example 2 Stress Distribution due to Rectangular Load
Просмотров 15 тыс.3 года назад
Chapter 10 Seepage - Example 2 Stress Distribution due to Rectangular Load
Chapter 10 Stresses in a Soil Mass
Просмотров 2,6 тыс.3 года назад
Chapter 10 Stresses in a Soil Mass
Chapter 10 Seepage - Example 3 Stress Distribution due to Rectangular Load
Просмотров 6 тыс.3 года назад
Chapter 10 Seepage - Example 3 Stress Distribution due to Rectangular Load

Комментарии

  • @alexphillips2860
    @alexphillips2860 7 часов назад

    Hmmm. Cannot make Eq 12.26 come out at 20 using your example inputs, no problem with 12.25.

  • @muhammadihtisham5844
    @muhammadihtisham5844 2 дня назад

    The soil is poorly graded

  • @missRara-tk9dd
    @missRara-tk9dd 5 дней назад

    How to find N=25?

  • @engineeringvlogmissionioe1813
    @engineeringvlogmissionioe1813 11 дней назад

    NEPAL ENG COLLAGE

  • @engineeringvlogmissionioe1813
    @engineeringvlogmissionioe1813 11 дней назад

    NEPAL ENG COLLAGE

  • @metimeMaths
    @metimeMaths 15 дней назад

    Thank you

  • @domtube4957
    @domtube4957 Месяц назад

    님 개똑똑

  • @Wordsofwisdomf
    @Wordsofwisdomf Месяц назад

    Thank you

  • @kjono4611
    @kjono4611 Месяц назад

    What do you do if you don't have a D10 value on the curve? In the example I'm using, 27% of the soil ends up in the pan, so the final plotted point is also at 27% finer.

  • @user-xt3vz5sc9l
    @user-xt3vz5sc9l 2 месяца назад

    thanks man

  • @TonyMarios
    @TonyMarios 2 месяца назад

    I really enjoyed this lecture Series ,He made the Subject matter so easy

  • @kane7283
    @kane7283 2 месяца назад

    @A Qa it's 20.59 for Ysat not 20.95

  • @izhan_ijr5139
    @izhan_ijr5139 2 месяца назад

    how to calculate Cu and Cc if maximum percentage finer just 27.5% finer, if not mistaken to calculate Cu and Cc, first we need to find D60,30,10 but in data the maximum % finer just 27.5%?

  • @user-sl7kn9ud4u
    @user-sl7kn9ud4u 2 месяца назад

    Thanks for sharing your ideas with us 🙏🙏👍

  • @chrisstian.
    @chrisstian. 2 месяца назад

    I appreciate the time and effort you put into these videos. Thank you save me.

  • @morismujuni355
    @morismujuni355 3 месяца назад

    Hello Thanks for the explanation Just one thing where I request for further explanation- how do the units change to m³/sec/m? I thought it would be m²/sec/m since we are multiplying only 2 dimensions

  • @TitriafeCyrilSedinam
    @TitriafeCyrilSedinam 3 месяца назад

    Please what is the name of the book

  • @youlu743
    @youlu743 3 месяца назад

    Thanks for the lecture.

  • @kane7283
    @kane7283 3 месяца назад

    How did you get 7.08?

  • @kane7283
    @kane7283 3 месяца назад

    Isnt 0.003 inside 0.01 and 0.00001

    • @Citizen4523
      @Citizen4523 8 дней назад

      no. its between 0.01 and 0.001. 0.003>0.001

  • @user-xf2eo9ms4g
    @user-xf2eo9ms4g 3 месяца назад

    Thank you so much Professor!

  • @xylenemaecamingan1214
    @xylenemaecamingan1214 3 месяца назад

    How come when I substitute the givens in the gammaZav , I didnt get the answers you put there, did I do something wrong?

  • @GuillermoMorocho-nj2kd
    @GuillermoMorocho-nj2kd 3 месяца назад

    why didn't you use Nf?

  • @angelakate9922
    @angelakate9922 3 месяца назад

    Big help😊

  • @RetumileMoeketsi
    @RetumileMoeketsi 4 месяца назад

    for the second rectangle isnt b =2m and l=1m or l has to be the longer one and b the short one?im confused

  • @Asd-ub5vu
    @Asd-ub5vu 4 месяца назад

    Thank you for your lectures.

  • @HashemAljifri515
    @HashemAljifri515 4 месяца назад

    Why did you get different values for moisture content? How can I calculate it? 3:12

  • @adamt.b.8501
    @adamt.b.8501 4 месяца назад

    Really good quality content! Thank you!

  • @user-fk1dr3vy7f
    @user-fk1dr3vy7f 4 месяца назад

    Bonswa ou bonjou kòman mwen ka wè mwen approve paske c depi mwa mas yo t fè aplikasyon an pou mwen mèsi

  • @tumusiimekasangaki8505
    @tumusiimekasangaki8505 4 месяца назад

    Anyways, you made a mistake on (i) when calculating ◇h. It's (3.4/6) =0.567, not 0.576, as u wrote😅

  • @me-uma
    @me-uma 4 месяца назад

    The teacher asked me to find the average size of the particles by this area under the curve

  • @rupeshshrestha8903
    @rupeshshrestha8903 4 месяца назад

    Perfect❤

  • @user-ld5uv4uh8m
    @user-ld5uv4uh8m 4 месяца назад

    Sampling specimen and triaxial testing for slope failure is a combination system. Difficulty in obtaining sampling relies on field efforts. Wouldn't it be great if C and φ could be measured in situ? You can do it in Japan

  • @user-ri8qw2kq8d
    @user-ri8qw2kq8d 5 месяцев назад

    how to calculate ha and hb?

  • @hussain901
    @hussain901 5 месяцев назад

    Thanks alot.

  • @abdallehassan3597
    @abdallehassan3597 5 месяцев назад

    Oh man thank u so much my guy. ❤❤

  • @Kiyotaka_Ayanokoji69
    @Kiyotaka_Ayanokoji69 5 месяцев назад

    Gold

  • @simplemathguy
    @simplemathguy 5 месяцев назад

    Thanks man! Im so very thankful for you. I actually struggling understanding my book on this lesson. Keep it up! Godbless❤

  • @rinkeshgehlot6165
    @rinkeshgehlot6165 6 месяцев назад

    how to calculate l/b

  • @abdulhayiguadie608
    @abdulhayiguadie608 6 месяцев назад

    Amazing video, Thanks.

  • @uwabageserabertin1349
    @uwabageserabertin1349 6 месяцев назад

    Good lecture

  • @rifa1283
    @rifa1283 6 месяцев назад

    why 62.14

    • @wishsamier8324
      @wishsamier8324 4 месяца назад

      In US customary units, the specific weight of water is approximately 62.4 pounds per cubic foot. In S.I units, we have the used-to number of 9.81 N/m^3

  • @ahmedalanbagi1416
    @ahmedalanbagi1416 6 месяцев назад

    hidden gem

  • @jimbo8581
    @jimbo8581 6 месяцев назад

    You're a legend, mate

  • @SiddharthaVarma18
    @SiddharthaVarma18 7 месяцев назад

    My brain was blocked for one hour for this concept to learn this concept but, your 6 minutes of video blasted 60 minutes of brain block. Thank you for your valuable information..

  • @rifa1283
    @rifa1283 7 месяцев назад

    is there PDF teacher?

  • @56_g2_vibhanshu8
    @56_g2_vibhanshu8 7 месяцев назад

    00:02 Permeability is crucial in geotechnical engineering 02:18 Bernoulli's equation and Darcy's law 06:00 Total head in water is comprised of pressure head and elevation head 09:40 Using Bernoulli's equation to find total head at two points 13:11 Understanding total head and head loss in water flow 16:14 Hydraulic gradient and velocity determine the flow characteristics. 19:04 Darcy's law relates velocity and hydraulic gradient in a linear relationship. 22:38 Darcy's law defines the flow rate as Q = kia

  • @user-hh5re7ym8s
    @user-hh5re7ym8s 7 месяцев назад

    why we havent added unitbweight of water *9 in calcuating u for the point A?