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These models are calculating volumetric strain increments in every cycle.

Emre Keski (view profile).

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

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

For 2D problems, it includes.

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Position row of the Attributes tab of the axes item.

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Matt J (view profile).

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

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

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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.

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Thank you in advance.

Neil Weisenfeld (view profile).

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

Starnav include (view profile).

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It is an idea similar to parallel processing.

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

Gir Val (view profile).

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How can i apply train load in this regard?

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Yes it is possible.

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

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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).

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Spatially varying damping can also be specified.

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

This works for FLAC 2D.

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

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

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

How can write it in FLAC3D software?

The estimated scale factor.

Kindly suggest some papers or previous research.

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

Does any know how to use it?

Please find attach 5 papers.

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Hardening Values in Flac3D?

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Undoubtedly, the error is occurring because you downloaded absor.

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

See command Reference sction in the Manual.

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.

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.

Rhino5 directly in a mesh for FLAC3D.

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.

Hopefully it works for 3D too!

Can you help me?

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You should modify this function for your works.