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