@@KhaledSagar-k4x you have to join the course, to get full access, 𝐓𝐨 𝐫𝐞𝐠𝐢𝐬𝐭𝐞𝐫 𝐟𝐨𝐫 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞 𝐚𝐧𝐝 𝐠𝐞𝐭 𝐟𝐮𝐥𝐥 𝐚𝐜𝐜𝐞𝐬𝐬, 𝐩𝐥𝐞𝐚𝐬𝐞 𝐜𝐨𝐧𝐭𝐚𝐜𝐭 𝐮𝐬 𝐚𝐭: 📱 𝐖𝐡𝐚𝐭𝐬𝐀𝐩𝐩: wa.me/+905386602428 📞 𝐖𝐡𝐚𝐭𝐬𝐀𝐩𝐩: +90 538 660 2428 📧 𝐄𝐦𝐚𝐢𝐥: [email protected]
@user-ff4ev3dp7z13 күн бұрын
Wow so excited to watch this vodeo
@sbaralex15 күн бұрын
Thanks for the lecture. There is a great lack of details on how to choose the parameters for the calculation of grout and the choice of a constitutive model for grout. I will try to get more detailed explanations
@GeoStructAcademy15 күн бұрын
@@sbaralex thanks for your comment, this is a private course, if you want to watch the video with all details you have to enroll in the course, if you are interested in the course and want to register, please contact us on WhatsApp.
@mohammedalmass457615 күн бұрын
Why you did not explain how to define construction stages in PLAXIS
@GeoStructAcademy15 күн бұрын
@@mohammedalmass4576 it is a private course, contact us on WhatsApp to get full access of the course,
@user-iu4sm7yv6o17 күн бұрын
Thanks sir, but I have one question: w(KN/m/m) how could I calculate it?
@srikanthaarjunr332128 күн бұрын
How to contact you ? please send me ur phone number or email id I have some doubts?
@gameon-z-25028 күн бұрын
how can i buy your course?
@GeoStructAcademy28 күн бұрын
@@gameon-z-250 contact us on WhatsApp 00905386602428
@nataliapietrzak3759Ай бұрын
Do you plan to show how to calculate the subgrade reaction coefficient kz ? if we cooperate with civil engineers....
@armgeo6246Ай бұрын
I don't have (can't find) fully coupled flow-deformation option in calculation type as for rainfall infiltration.. how can I set this option to be available?
@baitichhamid7850Ай бұрын
What values of the applied?
@GeoStructAcademyАй бұрын
@@baitichhamid7850 it is private course, to get full access you have to enroll in the course,
@user-ff4ev3dp7zАй бұрын
Really professional
@GeoStructAcademyАй бұрын
@@user-ff4ev3dp7z thanks
@user-ff4ev3dp7zАй бұрын
You videos are very helpful thank you so much😊
@GeoStructAcademyАй бұрын
@@user-ff4ev3dp7z thank you
@deboprasadbiswas1987Ай бұрын
Is this course available in UDEMY??
@GeoStructAcademyАй бұрын
No, you can contact us to register
@user-iu4sm7yv6oАй бұрын
Could you please, explain to us how could we modeling a circular void under strip footing using Plaxis 2d?
@wondishamersha58732 ай бұрын
Thankyou! Ur video is very important good job!
@ghanshyamgupta55552 ай бұрын
Dear sir please please buy a good mic 🎤 because the bad Audio really ruins your precious efforts 😭❤ love ❤
@halmatahmed96872 ай бұрын
Best geotechnical eng chanel world wide
@GeoStructAcademy2 ай бұрын
Thank you so much dear Dr. Halmat, your support is highly appreciated
@malikrizwan31392 ай бұрын
Great work. It would be interesting to consider water table in this problem and then performing consolidation analysis with and without the granular backfill.
@sothattheng86242 ай бұрын
Thanks for your sharing!
@GeoStructAcademy2 ай бұрын
Thanks for your comment
@mathangibalakrishnan53612 ай бұрын
Hi, Thanks for sharing the video. Can you explain the procedure to incorporate the geometry and unsaturated soil properties, it would be very helpful. Thankyou.
@GeoStructAcademy2 ай бұрын
Thanks for your comment, you can contact us via email or WhatsApp, to get information about our courses of Plaxis
@jakubsobka26212 ай бұрын
Mało praktyczne... Większość kombajnów do konstrukcji to zrobi łącznie z fpp tj ang. raft pile foundation... Zostaw to sobie na metodę mediolańska nad stacja metra i bardziej zawanse problemy natury geotechnicznej...
@jakubsobka26212 ай бұрын
W ramach marnowania czasu przeanalizuj np Ansysie fundament płytowo palowy z uwzględnieniem zmian parametrów gruntowych po zabiciu pali przemieszczeniowych i porównaj z wynikami testów nosnosci... Analiza naprężeń dla całej konstrukcji z uwzględnieniem osiadań w funkcji czasumoże być ciekawym doświadczeniem...
@deboprasadbiswas19872 ай бұрын
Sir, after shallow foundation please make video on pile foundation.......
@MassedouDienta2 ай бұрын
@GeoStruct Academy, please is it possible to have the link to dowload the PLAXIS 3D software? Thanks in advance
@GeoStructAcademy2 ай бұрын
Contact me via WhatsApp
@narojanaylo2 ай бұрын
This helped me so much. Thank you sir 🙏🏼
@WubshetBantegizieMolla2 ай бұрын
During rain fall the soil loss its suction due to unsaturated case why you not consider unsturated soil parameters in the stability analysis due to rain fall . with best regards thank you
@kallieballakoroma96213 ай бұрын
Please can I have the software
@kallieballakoroma96213 ай бұрын
Please can I have the software
@abhishekctm00353 ай бұрын
Sir I have a doubt how can I contact u
@manishlekhak67793 ай бұрын
can you email me this software please?
@ashwinghimire45273 ай бұрын
How to do the same analysis with vegetation and some root zone depth in place for calculating FoS? Please help
@GeoStructAcademy3 ай бұрын
You should model the roots and interact with soil,
@ashwinghimire45273 ай бұрын
@@GeoStructAcademy please tell me which settings to choose for that. please
@TheAncientColossus3 ай бұрын
Will you teach other types besides "foundation design?" Like tunnels and excavations of shafts?
@GeoStructAcademy3 ай бұрын
This course is mostly focused on shallow foundation under different load conditions, ultimate bearing capacity of soil, settlement analysis, consolidation analysis of soft soil, seismic analysis of foundation, soil reinforcement using geogrids and geocells, soil improvement using stone columns and jet grouting, however, the tutorials about piled-raft foundation, and 3D slope stability are included.
@TheAncientColossus3 ай бұрын
@@GeoStructAcademy Thank you. This is comprehensive. What are the future plans after this course? Will you cover other applications in a future course?
@GeoStructAcademy3 ай бұрын
@@TheAncientColossus there other course regarding Plaxis 2D which include many practical examples , and comprehensive course about Pile foundation, deep excavation using Plaxis 3D, and all these course are paid based course,
@TheAncientColossus3 ай бұрын
@@GeoStructAcademy Are you asking for payment? 😁
@TheAncientColossus3 ай бұрын
This is my secret. 🤫
@salka20173 ай бұрын
Thank you for sharing this helpful tutorial. However, I’m wondering why there are no circular footings in any of the PLAXIS 3D tutorials that I’ve seen !!!!!
@GeoStructAcademy3 ай бұрын
Thank you for your comment. This course will include three tutorials on circular footings using Plaxis 3D. Additionally, there will be tutorials on strip footings, combined footings, sloped footings, inclined footings, mat foundations, and more.
@salka20173 ай бұрын
@@GeoStructAcademy Think you
@achakzai47583 ай бұрын
Hello dr. i am a student engineer and i am currently working on plaxis 3d for an assignment and i am preety clear on everything up until the end but i am just confused what data sets you used in the end since you never said please respond.
@GeoStructAcademy3 ай бұрын
You can participate in our course,
@MuhammadZubair-uk6lc3 ай бұрын
where is full tutorial ?
@GeoStructAcademy3 ай бұрын
It is available in the Course, Plaxis 3D shallow Foundation course
@TheAncientColossus3 ай бұрын
These are tangent. YOU CANNOT MESH SECANT IN PLAXIS.
@DTCEJChetana4 ай бұрын
how do u take surcharge load in PLAXIS 2D SUPOSE LOAD IS 36KG AND LENGTH AND WIDTH OF LOADING PLATFORM IS 6*6.6 CM2 THEN HOW WILL WE DETERMINE THE LOAD?
@jbr17324 ай бұрын
Thanks for shared this
@GeoStructAcademy4 ай бұрын
I hope it was beneficial
@jbr17324 ай бұрын
@@GeoStructAcademy So much
@tes-kitchen10514 ай бұрын
hi, thanks for sharing your knowlege. I sm using Plaxis 2D. Can you do one example with bearing capacity of a single pile using embedded-pile with plaxis 2D. And another example of stability with NGI- ADP. Thanks a lot bro.
@majidnaeem4214 ай бұрын
First of all I really want to appreciate your effort to make this tutorial. I have viewed the full tutorial video and found some concerns regarding the calculation of stiffnesses (Axial and Bending) and sequence adopted in construction stages. As we are simulating the circular shape piles using a rectangular plate element, the total inertia of one row of piles (6 nos) shall be equated with plate inertial formula (bh3/12).and an equivalent h will be calculated. Using this calculated h value, plate area (1xh) shall be determined. Axial and bending stiffnesses are calculated accordingly. Embedded beam will capture axial load analysis of raft-pile system in a better way than the plate element.
@GeoStructAcademy4 ай бұрын
Thank you very much for taking the time to watch our tutorial video and for sharing your insightful comments. I truly appreciate your engagement and input. You've raised valid points regarding the calculation of stiffnesses and the sequence adopted in construction stages, especially in simulating circular shape piles using rectangular plate elements. Utilizing an embedded beam for axial load analysis of the raft-pile system or employing Plaxis 3D for more realistic analysis indeed offers a more accurate representation. My intention with this tutorial was to provide a foundational understanding of the plain strain model approach and modeling in Plaxis 2D. As mentioned in the video, the presented results may overestimate settlement and may not be entirely reliable for complex scenarios. Your feedback is invaluable, and we'll certainly consider incorporating discussions on embedded beams and Plaxis 3D in future tutorials to provide a comprehensive understanding of geotechnical analysis methodologies.
@MrCcpt4 ай бұрын
Could you please demonstrate the example in Plaxis 3D?
@GeoStructAcademy4 ай бұрын
Piled raft foundation will be soon published using Plaxis 3D as well
@MrCcpt4 ай бұрын
@@GeoStructAcademy Thank you for your kindness!
@congtrinhthuyconggts3594 ай бұрын
Thanks you. You can share File PowerPoint with me ?
@GeoStructAcademy4 ай бұрын
Write down your email here
@tomoki-v6o4 ай бұрын
Thank you,You addressed a very common mistake , can you point to a reference for this equivalence method ?
@GeoStructAcademy4 ай бұрын
Write down your email please
@user-fq3fe1gd1j4 ай бұрын
Thanks Engineer, can you pls provide a lecture for the pile capacity calculation as per Tomilson and explain for us the friction factor for cohessionless soil Cus, how we get it for soil and the main checks for pile design. Thanks
@RidwanMoussa4 ай бұрын
Can you please try to do stone column simulation with plaxis 2d. Thanks
@engr.basiths93915 ай бұрын
EA of geogrid is calculated as Tensile strength/ strain. For example if the tensile strength is 100kN/m @ 12% strain then EA will be 100/0.12= 833. You may required to give reduction factor before this calculation.
@ahmednaeem80545 ай бұрын
explain how the value of EA for geogrid has been calculated?
@engr.basiths93915 ай бұрын
EA of geogrid is calculated as Tensile strength/ strain. For example if the tensile strength is 100kN/m @ 12% strain then EA will be 100/0.12= 833
@malikrizwan31395 ай бұрын
Can you please explain how the value of EA for geogrid has been calculated?
@engr.basiths93915 ай бұрын
EA of geogrid is calculated as Tensile strength/ strain. For example if the tensile strength is 100kN/m @ 12% strain then EA will be 100/0.12= 833
@UCTUCT5 ай бұрын
do you intend to make a video on how to simulate dynamic plate load test in olaxis? test...what should we pay attention to? thanks
@raghuveerkombade81885 ай бұрын
Really a great video. It helped me a lot. Thank you very much sir. 👍