DEM-P1.PPT
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Transcript of DEM-P1.PPT
Expertise & Experiences of Numerical Modeling
Division of NIRM in HYDro-Power Sector
Discontinuum Modeling of underground excavations – a
Perspective
Discontinuum Modeling of underground excavations – a
Perspective
Discontinuities like joints, faults, shear zones can be modeled explicitly
Model displacements and rotations of discrete bodies
Can simulate loss of contact due to slip, separation and rotations of the bodies and establishes new contacts
Discrete element modeling capabilities AT NIRM
Discrete element modeling capabilities AT NIRM
Discontinuum Behavior in 2D & 3D using discrete element models- UDEC and 3DEC
Non linear material and joint behavior Coupled fluid flow and mechanical behavior Elasto-plastic material behavior Model supports, rock bolts,cable supports
and SFRS explicitly Thermo-Mechanical behavior of rock mass
Projects successfully completed
Analysis of Power House Cavern - Sardar Sarovar Narmada Nigam (SSNNL)
Analysis of Right Bank Training Wall -SSNNL
Stress Analysis of UG Power House Complex - Srisailam, AP
Analysis of UG Power House - Nathpa Jhakri Hydro-power Project H.P.
Analysis of Draft Tube Tunnels - SSNNL Analysis of UG Power House - PYKARA, TN
Overview of the Expertise
Stability Analysis of Underground Structures
Support Design including Rock Bolts and SFRS
Rock Liner Interaction Analysis of Pressure shafts
Liquifaction Analysis Stability Analysis of Earth Dams and
Slopes