#FLAC3D JAPAN FULL#
#FLAC3D JAPAN SOFTWARE#

Part time job in Design & Construction supervision of Blast Resistant Steel Structures.Дesign unique bullet resistant door and blast resistant wall for japan embassy in Tehran.ДЄ: Parhoon Tarh Co.

Now, this equipment has been installed in Afghanistan as well.Д«: GMP Co. Provide method statement to build the most sensitive hydraulic steel structures of the dam.

#FLAC3D JAPAN FULL#

Full time job in Steel Structure Workshop.Д¬onstruction of Hydraulic structures of Shah wa Aroos dam in Afghanistan, and Construction of Takhti Station steel structures of Isfahan Metro.

#FLAC3D JAPAN SOFTWARE#

Write and develop individual software (TBM-M1685) by Python programming language to view, plot, and analysis the TBM data.Д¤- Providing the shotcerete and mesh support design and execution for the huge cavern and 1000 meter tunnel.ДҐ- Checking and approving the geological map that prepared by the geologists.Д¦- preparing the invoice document for the TBM and Blasting method for the Amberg and Poyry Engineering.ДЄ: Parhoon Tarh Co. Preparing and design of blast pattern for the tunnel and Valve chamber.Дў- Providing method statement of the TBM double shield (rolling stock, segment repair, segment installation, rail installation, TSP for geology production)ДЈ- Monitoring the Double shield machine and preparing the performance report for the Amberg Engineering. This huge project is located in Sri Lanka, a power house dam in which some famous company such as Herrenknecht, Amberg, Poyry, Farab, Mahab Ghodss and Parhoon Tarh are working.ДЎ- Providing method statement of the blasting for blasting tunnel. There are two separate project in the site A TBM Hard rock tunnel, and A Drill & Blast tunnel. Full time job in Technical Office in Uma Oya Multipurpose Development project. 2002: Diploma in Mathematics & Physics, Motahhari High School, Azadshahr, Golestan, Iran.Civil Engineering Department, Mazandaran University (Babol Noshirvani University of Technology), Babol, Iran Civil Engineering Department (Geotechnical Engineering), Sharif University of Technology, Tehran, Iran, Thesis Title: 'Investigation of group pile behavior under lateral loads in clayey soils' Industrial & Residential Steel and Concrete structures. Concrete & Steel Structures Design & Modeling.Modeling of Inelastic Solids & StructuresДЄnti Explosion Doors, Geotechnical Structures, Water Moving.Tunnel, Slope, Pile & Micropile, Foundation, etc. Hoek-Brown, Mohr-Coulumb umats for Abaqus (Johan Clausen) Vba Script A script to draw Asbuilt Tunnel Section from Excel to Autocad TBM-M1685 - A Software that can visualize and analyse TBM data

The developed constitutive model can provide support for the seismic disaster assessment of soft soil site and slope under large strain condition.A2I3D - A Software that import model geometry from Abaqus to Flac3D & 3DECД«RDDesign-PCF - A Software that Analyze and Design Blast Resistant DoorДЇESOIL - A General FE software for geotechnical analysis

If the cyclic softening is taken into account, the calculated shear strength is significantly reduced, and the convergence of the model is improved when the shear stress of the backbone curve can be continuously transferred to the softening main curve. When the shear strain is larger than >Д .01%, the modified model describes better the damping ratio-shear strain relationship than Hardin-Drnevich model and Davidenkov model. It is shown that the calculated backbone curve is consistent with the theoretical formula, and the calculated dynamic shear modulus ratio and damping ratio are in good agreement with the experimental data. A secondary development of the constitutive model is implemented into the FLAC3D platform, and the proposed procedure is verified by the theoretical formulation and the experimental data available in the references. On the basis of existing nonlinear dynamic constitutive models, a method to deal with the cyclic softening is proposed. Therefore, it is necessary to study the nonlinear dynamic constitutive model considering cyclic softening in order to analyze the stability of seismic slope under complex conditions. onset of significant strains or strength loss in soils during earthquakes. Catastrophic failure of slopes often results from cyclic softening, i.e.

Flac3d japan