Hi @EireChch. Thanks a lot for your response. I have also noticed that EN 1997-2 covers use of CPT, it also indicates that CPT should not be the go-to method for soil classification and this concurs with what you are saying. However, I have seen that here and there CPT's are used as additional...
It seems that use of the Robertson charts (Robertson, P.K. [1990] " Soil Classification using the cone penetration test" Canadian Geotechnical Journal 27(1), 141-8) to classify soil type based on CPT results is widely accepted practice in the Netherlands. I cannot, however find any prescriptions...
Hey all,
I am studying a geotechnical course in the Netherlands which is heavily based on the NEN-EN 9997 guidelines. These are simply the Dutch amendments to the more general Eurocode 7.
In the text for this course they explain that the norms categorize geotechnical constructions into 3...
I am tasked with determining general depth-damage functions for road assets including tunnels, culverts, roads and bridges for the primary road network of a country in the Balkans.
I will be receiving flood hazard maps containing flood depth at various return intervals. I also have the...
Hello,
I am an engineer working for a consulting firm in Europe. I am assigned the task of coming up with fragility curves for road assets in an Eastern European country.
I have very little expertise in fragility curves. Of course we are not asked to develop our own fragility curves, but if...
I would like to derive material parameters based for a simulation which will implement the mohr coulomb and/or hypoplastic material model based on the following information:
• Heavily overconsolidated
• Very dense, fine sand
• In situ preconsolidation pressure of 1 MPa
• Bulk unit weight of 20...
I have a small research project related to using large deformation numerical methods in geomechanics. Particularly, I am exploring possibilities of modelling excavation problems using the Material Point Method.
Beyond the modelling aspect, I would like to understand how this novel method can...
What are you trying to do exactly? Are you trying to modify a user defined soil parameter using the API? In the input or output program? What version of Plaxis are you using?
Hello,
Does anyone here use RocScience RS3? I am trying to validate the Modified Cam Clay model using the analytical solution shown in https://www.rocscience.com/help/RS3/webhelp2/pdf_files/verification/Verification_018_(Drained_Triaxial_Compressive_Test_of_Modified_Cam_Clay_Material).pdf
In...
I am using Windows 7 64-bit with Intel Parallel Studio XE 2013. I have a .FOR file that contains the following line called within a module:
use mkl_dss
which obviously comes from the Math Kernel Library.
I tried compiling at as shown below:
D:\TEMP\TRUNK-IFORT>ifort -free -fpp...
Doesn't it just work off of the current directory? I don't think the program needs a full path for every .mod file. They are all contained within the same directory as the main program...
I am a researcher working on modelling soil liquefaction due to induced seismic excitation. The FEM code I am using is Plaxis2D.
Plaxis2D can model the onset of liquefaction using advanced constitutive models such as UBC-SAND. I am however interested in doing this for more basic material...
I have a large program containing 40 source files that I am trying to migrate to `gfortran` compiler. 39 of these source files contain module definitions (only) and 1 of these files contains a main program. The main program references 12 of the module definition source files via `use modulename`...
I am trying to compile the sample code provided in example 1 of [this link][1] using GNU Fortran. I have placed the source code in a .f95 file called "Test" and tried to compile it in `cmd` using
`gfortran test.95`
This throws quite a few errors as shown below:
C:\Program Files...
