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But perhaps I should consider adding support for symmetric scaling in the code.

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But I have got some problems about defining the parameters of ks and kn, and when I change the interface cohesion and friction does not influence the backfill stress development.

But after a certain point the unbalanced force in my sampler comes back to zero (small strain mode).

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See command Reference sction in the Manual.

Thank you in advance.

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But there is no pore pressure generation equation embedded in this code.

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You can then center your view at the origin by entering 0 0 0 in the View Center row.

For 2D problems, it includes.

But I have got some problems about defining a relationship between plastic shear strain and cohesion, and another relationship between the plastic strain and friction angle for my research.

Hopefully it works for 3D too!

But if you want to use pileSEL you should modify the links between pile nodes and raft in the connection zone by deleting the primary links and creating your desired links.

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To help you, you can download some of my papers with Ngoc Anh DO.

Yes it is possible.

Hardening material model to show the damage (Plastic) zones.

If TRUE, the translation, t, is included.

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If you can suggest coding it will be helpful.

You may refer to this procedure in the manual.

You should modify this function for your works.

Neil Weisenfeld (view profile).

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Each cluster is run for its time step, and information is exchanged between clusters.

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It appears that the use of a single modulus reduction curve is unrealistic in these cases.

Now you should be able to find the origin position of your model quickly and easily no matter the mode setup I hope.

It is an idea similar to parallel processing.

Undoubtedly, the error is occurring because you downloaded absor.

It would be so great if you may help me to solve.

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The estimated scale factor.

Emre Keski (view profile).

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But I could not find anything related to rebound modulus or pore pressure in the code.

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Starnav include (view profile).

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Small in PLAXIS program which is somehow akin to the aforesaid model in FLAC3D, had being invoked for conducting the dynamic and seismic analyses whereas the isotropic hardening rule was utilized in it.

Spatially varying damping can also be specified.

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The centroid should also pass through this major axis, if possible.

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How can write it in FLAC3D software?

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This works for FLAC 2D.

These models are calculating volumetric strain increments in every cycle.

Kindly suggest some papers or previous research.

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Does any know how to use it?

In short, are we allowed to exploit the friction hardening for clay?

You may receive emails, depending on your notification preferences.

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Position row of the Attributes tab of the axes item.

Rhino5 directly in a mesh for FLAC3D.

Matt J (view profile).

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How can i apply train load in this regard?

Hardening Values in Flac3D?

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Please find attach 5 papers.

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Gir Val (view profile).

Can you help me?

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When I wrote this code, it was to serve my own projects in which essentially all the errors were in B and none in A (a fairly common case when A are the points in some calibration rig).