UGP under Professor Arghya Das
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Updated
May 22, 2024 - Jupyter Notebook
UGP under Professor Arghya Das
Working repository for the code of the investigation of minimum soil sample masses
Implementation of soft body interaction models (for multiple particles). Includes applications to (1) soil mechanics, (2) microbiology. Variants of the method: discrete element method, individual based model, molecular dynamics.
Implementation of the Strain Path method and Shallow Strain Path method to compute the displacement and strain fields due to the penetration of a tube
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Engineering toolkit for ground, foundation, and soil.
Particle size distribution graph plotting (using sieve analysis lab data)
Implementation of explicit Runge-Kutta time-marching schemes for the coupled hydro-mechanical problem.
Uintah-MPM repository for Aalto university projects.
Eğik eğilme etkisi altındaki dikdörtgen tekil temellerde taban gerilmelerinin hesabı
Expandable And Scalable Infrastructure for Finite Element Methods, EASIFEM, is [Modern Fortran](https://fortran-lang.org) framework for solving partial differential equations (PDEs) using finite element methods. EASIFEM "eases" the efforts to develop scientific programs in Fortran.
Matlab scripts to simulate a soil element using the Modified Cam Clay model, handling both stress increments and strain increments by D-matrices.
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