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@KhaledSagar-k4x 2 күн бұрын
What are the Loose Sand properties ?
@GeoStructAcademy 2 күн бұрын
@@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-ff4ev3dp7z 13 күн бұрын
Wow so excited to watch this vodeo
@sbaralex 15 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
@GeoStructAcademy 15 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.
@mohammedalmass4576 15 күн бұрын
Why you did not explain how to define construction stages in PLAXIS
@GeoStructAcademy 15 күн бұрын
@@mohammedalmass4576 it is a private course, contact us on WhatsApp to get full access of the course,
@user-iu4sm7yv6o 17 күн бұрын
Thanks sir, but I have one question: w(KN/m/m) how could I calculate it?
@srikanthaarjunr3321 28 күн бұрын
How to contact you ? please send me ur phone number or email id I have some doubts?
@gameon-z-250 28 күн бұрын
how can i buy your course?
@GeoStructAcademy 28 күн бұрын
@@gameon-z-250 contact us on WhatsApp 00905386602428
@nataliapietrzak3759 Ай бұрын
Do you plan to show how to calculate the subgrade reaction coefficient kz ? if we cooperate with civil engineers....
@armgeo6246 Ай 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?
@baitichhamid7850 Ай бұрын
What values of the applied?
@GeoStructAcademy Ай бұрын
@@baitichhamid7850 it is private course, to get full access you have to enroll in the course,
@user-ff4ev3dp7z Ай бұрын
Really professional
@GeoStructAcademy Ай бұрын
@@user-ff4ev3dp7z thanks
@user-ff4ev3dp7z Ай бұрын
You videos are very helpful thank you so much😊
@GeoStructAcademy Ай бұрын
@@user-ff4ev3dp7z thank you
@deboprasadbiswas1987 Ай бұрын
Is this course available in UDEMY??
@GeoStructAcademy Ай бұрын
No, you can contact us to register
@user-iu4sm7yv6o Ай бұрын
Could you please, explain to us how could we modeling a circular void under strip footing using Plaxis 2d?
@wondishamersha5873 2 ай бұрын
Thankyou! Ur video is very important good job!
@ghanshyamgupta5555 2 ай бұрын
Dear sir please please buy a good mic 🎤 because the bad Audio really ruins your precious efforts 😭❤ love ❤
@halmatahmed9687 2 ай бұрын
Best geotechnical eng chanel world wide
@GeoStructAcademy 2 ай бұрын
Thank you so much dear Dr. Halmat, your support is highly appreciated
@malikrizwan3139 2 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.
@sothattheng8624 2 ай бұрын
Thanks for your sharing!
@GeoStructAcademy 2 ай бұрын
Thanks for your comment
@mathangibalakrishnan5361 2 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.
@GeoStructAcademy 2 ай бұрын
Thanks for your comment, you can contact us via email or WhatsApp, to get information about our courses of Plaxis
@jakubsobka2621 2 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...
@jakubsobka2621 2 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...
@deboprasadbiswas1987 2 ай бұрын
Sir, after shallow foundation please make video on pile foundation.......
@MassedouDienta 2 ай бұрын
@GeoStruct Academy, please is it possible to have the link to dowload the PLAXIS 3D software? Thanks in advance
@GeoStructAcademy 2 ай бұрын
Contact me via WhatsApp
@narojanaylo 2 ай бұрын
This helped me so much. Thank you sir 🙏🏼
@WubshetBantegizieMolla 2 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
@kallieballakoroma9621 3 ай бұрын
Please can I have the software
@kallieballakoroma9621 3 ай бұрын
Please can I have the software
@abhishekctm0035 3 ай бұрын
Sir I have a doubt how can I contact u
@manishlekhak6779 3 ай бұрын
can you email me this software please?
@ashwinghimire4527 3 ай бұрын
How to do the same analysis with vegetation and some root zone depth in place for calculating FoS? Please help
@GeoStructAcademy 3 ай бұрын
You should model the roots and interact with soil,
@ashwinghimire4527 3 ай бұрын
@@GeoStructAcademy please tell me which settings to choose for that. please
@TheAncientColossus 3 ай бұрын
Will you teach other types besides "foundation design?" Like tunnels and excavations of shafts?
@GeoStructAcademy 3 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.
@TheAncientColossus 3 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?
@GeoStructAcademy 3 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,
@TheAncientColossus 3 ай бұрын
@@GeoStructAcademy Are you asking for payment? 😁
@TheAncientColossus 3 ай бұрын
This is my secret. 🤫
@salka2017 3 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 !!!!!
@GeoStructAcademy 3 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.
@salka2017 3 ай бұрын
@@GeoStructAcademy Think you
@achakzai4758 3 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.
@GeoStructAcademy 3 ай бұрын
You can participate in our course,
@MuhammadZubair-uk6lc 3 ай бұрын
where is full tutorial ?
@GeoStructAcademy 3 ай бұрын
It is available in the Course, Plaxis 3D shallow Foundation course
@TheAncientColossus 3 ай бұрын
These are tangent. YOU CANNOT MESH SECANT IN PLAXIS.
@DTCEJChetana 4 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?
@jbr1732 4 ай бұрын
Thanks for shared this
@GeoStructAcademy 4 ай бұрын
I hope it was beneficial
@jbr1732 4 ай бұрын
@@GeoStructAcademy So much
@tes-kitchen1051 4 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.
@majidnaeem421 4 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.
@GeoStructAcademy 4 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.
@MrCcpt 4 ай бұрын
Could you please demonstrate the example in Plaxis 3D?
@GeoStructAcademy 4 ай бұрын
Piled raft foundation will be soon published using Plaxis 3D as well
@MrCcpt 4 ай бұрын
@@GeoStructAcademy Thank you for your kindness!
@congtrinhthuyconggts359 4 ай бұрын
Thanks you. You can share File PowerPoint with me ?
@GeoStructAcademy 4 ай бұрын
Write down your email here
@tomoki-v6o 4 ай бұрын
Thank you,You addressed a very common mistake , can you point to a reference for this equivalence method ?
@GeoStructAcademy 4 ай бұрын
Write down your email please
@user-fq3fe1gd1j 4 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
@RidwanMoussa 4 ай бұрын
Can you please try to do stone column simulation with plaxis 2d. Thanks
@engr.basiths9391 5 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.
@ahmednaeem8054 5 ай бұрын
explain how the value of EA for geogrid has been calculated?
@engr.basiths9391 5 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
@malikrizwan3139 5 ай бұрын
Can you please explain how the value of EA for geogrid has been calculated?
@engr.basiths9391 5 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
@UCTUCT 5 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
@raghuveerkombade8188 5 ай бұрын
Really a great video. It helped me a lot. Thank you very much sir. 👍