Plaxis 3D - Tutorial (4) - Consolidation Analysis - Road Embankment - With Sand Drains

[@sanjitkc5017]

Great Video! Thanks. Do make one for pre-loading and PVDs application for ground improvement.

[@shaonhuda1091]

my friend its a wonderful tutorial... you are a genious 💜...

[@MoutazShokry]

Very Great work bro

[@5635366]

Thank you for the very useful video. Can i ask how i can obtain the tutorial define materials (i.e peat, clay, sand) ?

[@hongtaenilwatcharaporn8657]

This is very useful tutorial

[@karamraad3449]

روعه. استمر . الله يزيد علمك

[@اجملالمقاطعمنوعات-قناةعامر]

السلام عليكم شكرا اخي الكريم على الفيديو الرائع , اذا سمحت هل ممكن الاقي طريقة تصميم امبانكمينت لتربة محسنة باستخدام Dynamic compaction (Tamper wieght)? a;vh lr]lh

[@hailemariammekra6987]

Hello sir, thankyou for all. My thesis is depends on the effect of vertical drain with varied different diameter and spacing of vertical drain , but till now not clear about how to apply different diameter of ver. drain , the softwer is consider only spacing of ver. drain, so if you have any point about the diameter of ver. drain please help me.

[@eslamahmed7022]

You cannot apply the effect of diameter using that “line drain element” My thoughts about this is to model your drains as solid elements “cylinders” after that you click the volume and “decompose into surfaces” Finally choose your outer surface and assign a proper “Hydraulic Condition”

[@tnsingh39]

thank you very much , cheers

[@tahirizaka]

Thanks for the video, why you are splitting the construction (2days) and the consolidations 30Days?

[@eslamahmed7022]

Just giving an idea around construction time it could vary

[@musaib34]

Hello sir. Is it possible to change the properties of drains. As i want to analysis on sand drains under embankment ?

[@eslamahmed7022]

No it is not possible to do so as it is considered as uniform pore water pressure all the way through drain's depth. You only need to define the head (h) and the software will give pore pressure for all line drain node equal to defined head.

[@musaib34]

@@eslamahmed7022 can we divide soil into sand columns then keep sand as drained and clay as undrained. In that case is it possible ?

[@suraauqbi3269]

Hi. I am facing a problem. I hope you will help me when analyzing embankments using soft soil model. The sttelment is higher than using soft soil creep. Is this correct and what is the solution?

[@eslamahmed7022]

[e-mail] you can mail me anytime

[@zionmoses1839]

Q 1 : How to apply point load or udl along the slope surface ? Q 2 : How to lay geo grid along the surface of the slope ?........Please reply soon sir !!!

[@eslamahmed7022]

I will make a video about slope stability and I will verify geogrid effect

[@فيروزياسر-ب1ش]

Can i ask for a similar example of a thesis if you worked it?

[@eslamahmed7022]

yes of course you can send me an email on: [e-mail] sorry for replying so late

[@SANDEEPSINGH-wt3qr]

Thank you sir for uploading such informative videos. Request to upload videos on stone Column under embankments

[@eslamahmed7022]

I will isa

[@baishalinandi6932]

upload video on load settlement curve for the same if a strip footing is placed above it

[@eslamahmed7022]

kzbin.info/www/bejne/rWKqgmmul5Wra9k here you are 3

[@hailemariammekra6987]

Thankyou sir it's clear tutorial for me but now i have some question: 1. How to define material of vertical drain? 2. How can i insert the diameter of verical drain? 3. How to apply triangular pattern for vertical drain?

[@eslamahmed7022]

You only need to define the head (h) and the software will give pore pressure for all line drain node equal to defined head. But you have to know that pore pressures that are less than drain's head will not be affected. In consolidation calculations drains usually reduce the excess pore water pressure to zero that's why I didn't put a specific head (h) because it will be ignored by the software, knowing that the properties that I'm talking about are under "NORMAL" behavior of drains. so you don't have to define its material nor diameter as we have nothing to do with stress analysis it is only consolidation analysis please refer to "3D-2-Reference.pdf" installed with software Page 156/540 About Triangular patterns, I think it is totally a geometric matter. Regards, Islam

[@عمادالدينالجزائري-ع1ش]

thank you brother

[@ninabofa]

اذا سمحت ممكن رابط تحميل للبرنامج وشكرا.

[@musaib34]

you didnt give properties of sand to the sand drain.

[@eslamahmed7022]

You only need to define the head (h) and the software will give pore pressure for all line drain node equal to defined head. But you have to know that pore pressures that are less than drain's head will not be affected. In consolidation calculations drains usually reduce the excess pore water pressure to zero that's why I didn't put a specific head (h) because it will be ignored by the software, knowing that the properties that I'm talking about are under "NORMAL" behavior of drains. please refer to "3D-2-Reference.pdf" installed with software Page 156/540 Regards, Islam

[@musaib34]

@@eslamahmed7022 Thank you for replying. i want to do thesis on consolidation of embankment

[@sarahabdulrazzaq4308]

Thank you so much for this enriching lecture .I need to contact you may I get your email or any other information to contact you. Best regards

[@eslamahmed7022]

[e-mail]

[@eslamahmed7022]

Anytime

[@ms6853]

هو انت لو شرحت بالعربى بدل الانجليزى الغريب ده هيحصل حاحة ..والله ما هيحصل حاجة

[@eslamahmed7022]

مشكلتنا ان احنا بنسمع الهنود زي الجزم عشان بنتعلم منهم لكن ان احنا يكون لينا لكنة معينة لا ازاى لازم نتعوج لكن الفيديو بيكون انجليزي عشان ده اللغة السايدة مش احتقارا للغتي اللي باعتزر بيها جدا و مسمعتش حد من اصحابي الاجانب علقوا التعليق ده لانه بيخرج من عقلية مصرية لطيفة

[@مساحهأونلاین]

مهو عشان كده قناتك زفت فشلت من قنزحتك متتزفت تشرح عربى وخصوصا طلبه حديثه تخرج وملهاش لسه ف الانجلش جاتكم القرف

[@eslamahmed7022]

يا سيدي انا حر اشرح اللي انا عايزه و كونك مش عاجبك ده ميدكش الحق انك تقولي جتكم القرف لاني ممكن اديك باوسخ جزمة عندي و اعرف اشتمك كويس اوي فلم نفسك و متتفرجش ع فيديوهاتي لاني مش عاملها لأمثالك