very nice video thanks..sir please do you have any example of elastic rebund calculation of soil from plate load test..there is an explenation in Mr.Braja M. Das's book PRINCIPLES OF SOIL DYNAMICS... but not analytical example...can you give me any idea how to get en example it from cyclic plate loads? thanks
hi as i am seeing you skiped in between video. my project is also on cyclic plate load test . can you please make a video on cyclic plate load test. and can you please show how to plot the graph and how did you calculated settelment by total displacement . i am confused .please help me
Hello, I am trying to model your plate test and I cannot make the circle of the plate, also I do not understand those values that you place for settlement at the end of the video in excel, they do not match those of Plaxis, where do you find them from?
Dear Nichirvan,how do we get soil strength parameters (like Elasticity modulus,poisson ratio,dencity,cohesion,...) if our soil has been strength with limes? becouse after soil getting strength with lime then soil parameters will cheng...which Elasticity modulus in plaxis should i must to use to model the lime-strength soil? becouse my main purpose for plate load test was already to find elasticity modulus( E),subgrade reaction modulus :(K).....
great job,thanks for it...can we use plaxis 2d for plate test load pls? ıf so how can i get video on that..thx so much....also another question is that why we use mines (-) sign when unloading?
Yes you can also do it with plaxis 2D, for the second question we change the load in each step for example if we have -20 kN on the plate on one step and for the next step when we have -15 kN it means that the plate is unloaded by -5 kN. Regards
Dear Taher,ı carefully follow ur video and do my example but get this error..''Soil body seems to collapse. Please inspect Output results. [Error code: 101]'' how to solve it please...thanks
Really a great video. It helped me a lot. Thank you very much sir. 👍
Excellent video, Please share more like this.
Excellent work 👌👌
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
very nice video thanks..sir please do you have any example of elastic rebund calculation of soil from plate load test..there is an explenation in Mr.Braja M. Das's book PRINCIPLES OF SOIL DYNAMICS... but not analytical example...can you give me any idea how to get en example it from cyclic plate loads? thanks
wow excelent
thx for video,wondering why we are not using positive sign for unloading values (for example +25 kN for unloading)
hi as i am seeing you skiped in between video. my project is also on cyclic plate load test . can you please make a video on cyclic plate load test. and can you please show how to plot the graph and how did you calculated settelment by total displacement . i am confused .please help me
Hi sir, can u do a video on slope stability analysis induced by rainfall in plaxis 3D
Hello, I am trying to model your plate test and I cannot make the circle of the plate, also I do not understand those values that you place for settlement at the end of the video in excel, they do not match those of Plaxis, where do you find them from?
Hi, when calculating Qu that should be Load divided by Area of Plate, why do you divide it too with 0.785 (Steel Density ?)
What is area of circular plate!? Watch the video carefully you will understand
Dear Nichirvan,how do we get soil strength parameters (like Elasticity modulus,poisson ratio,dencity,cohesion,...) if our soil has been strength with limes? becouse after soil getting strength with lime then soil parameters will cheng...which Elasticity modulus in plaxis should i must to use to model the lime-strength soil? becouse my main purpose for plate load test was already to find elasticity modulus( E),subgrade reaction modulus :(K).....
you have to use the elasticity of the soil-lime mixture
great job,thanks for it...can we use plaxis 2d for plate test load pls? ıf so how can i get video on that..thx so much....also another question is that why we use mines (-) sign when unloading?
Yes you can also do it with plaxis 2D, for the second question we change the load in each step for example if we have -20 kN on the plate on one step and for the next step when we have -15 kN it means that the plate is unloaded by -5 kN. Regards
@@GeoStructAcademy thank you. so much...
Hi,how can we get stress - deformation graph in plaxis output? thanks
Dear please check the other videos on my channel
Dear Taher,ı carefully follow ur video and do my example but get this error..''Soil body seems to collapse. Please inspect Output results. [Error code: 101]'' how to solve it please...thanks
tnx bro .can u share ur document(pdf/ppt)?
kindly share ppt if you dnt mind....