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Material Properties

A list of Material Model Manuals are given below.

Manuals (PDF Files) Summary Description
RS2: Preliminaries on Constitutive Models Preliminaries on Constitutive Models
RS2: Elastic Models Elastic Material Models
RS2: Elastoplastic Constitutive Equations Elastoplastic Constitutive Equations
RS2: Druker Prager Model Drucker-Prager Material Model
RS2: Mohr Coulomb Model Mohr Coulomb Model
RS2: Hoek Brown Model Hoek-Brom failure criterion is the most common failure criterion used for rock masses
RS2: Duncan Chang Model Duncan-Chang Hyperbolic Material Model
RS2: Cam Clay and Modified Cam Clay Models The Cam-Clay and modified Cam-Clay models are an elastic plastic strain hardening models that are based on Critical State theory
RS2: Jointed Rock Model Jointed Rock Material Model
RS2: Mohr Coulomb with Cap Model Extension to the elasto-perfect-plastic Mohr Coulomb model
RS2: Softening Hardening Model Softening Hardening Model
RS2: User Defined Material Model User-Defined Material Model
RS2: Ch Soil Model FLAC Ch Soil Model FLAC
RS2: Cy Soil and Double Yield Model FLAC Cy Soil and Double Yield Model FLAC
RS2: Hardening Soil Model PLAXIS Hardening Soil Model PLAXIS
RS2: Hardening Soil Model with Small Strain Stiffness (PLAXIS) Hardening Soil Model with Small Strain Stiffness as presented in PLAXIS
RS2: Soft Soil Model (PLAXIS) Soft Soil model as presented in PLAXIS manual
RS2: Soft Soil Creep Model (PLAXIS) Soft Soil Creep model as presented in PLAXIS manual
RS2 : Swelling Rock Model (PLAXIS) Swelling Rock model that is presented and offered by PLAXIS
RS2: Slide Isotropic Models Slide-Isotropic Models
RS2: Slide Anisotropic Models Slide-Anisotropic Material Models
RS2: Undrained Behavior Undrained Behavior
RS2: Finn-Martin Model Finn-Martin Model
RS2 Theory Manual: Conversion of Nonlinear Strength Envelopes to GHB Envelopes Conversion of Non-Linear Strength Envelopes into Generalized Hoek-Brown Envelopes
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