- A -

Assembly and storage strategy

Automatic meshing

Axisymmetric

- B -

Bar

Beam-column element connected to a plane element

beam-column elements

Bearing capacity

Bearing capacity analysis

Bibliography

Body forces

bolts

Bolts elements

Boundary conditions

- C -

Computational example

Consistent element nodal loads

Consistent tangent matrix

Constant strain triangle

Constant strain triangle (T3)

Constant-stiffness

Constant-stiffness method

contact

- D -

Delaunay triangulation

Deleting meshes

Dissimilar elements

Distributed forces

Dynamic

Dynamic and seismic analysis

- E -

Elastic supports

elasticity

elasticity problem

Elastic-plastic

Elastic-plastic procedures

End anchored bolts

Equilibrium equations

example

Excavation loads

Explicit specification of BC's

- F -

Factor of Safety

Failure criteria

Finite element types

Flow rule

FOS

Fully bonded bolts

- G -

Geogrid elements

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Gravity loading

- H -

Hardening rule

- I -

Imposing prescribed displacements

Incremental stress-strain relations

Inelastic stress-strain behavior

Initial conditions

Initial geostatic stresses

Initial groundwater conditions

Initial strain method

Initial stress method

Initial stress/strain loads

Integration of the constitutive relations

- J -

Joining beam-column elements to plane elements

- L -

Linear Quadrilateral Element

Linear Strain Triangle

Liner elements

- M -

Mapping technique

Material properties

mesh

mesh refinement

Mohr-Coulomb

Mohr-Coulomb and Tresca criterions

- N -

nodal loads

Nodes renumbering

Numerical integration

- P -

Penalty method

Plane strain

Plane stress

Pore pressure loads

p-refinement

- Q -

Q4

Q8

Quadratic Quadrilateral Element

Quadrilateral division

Quadrilateral Region

- R -

Region

Region connectivity

- S -

seismic

self-equilibrating body loads

Slope collapse

Slope stability

Slope stability analysis

Solution of equilibrium equations

SRF

Staged

Staged construction

Staged construction analysis

Staged constructions

Steady state analysis

Stiffness Matrix

Strain-Displacement

Strain-Displacement Relations

Strength reduction factor

Stress calculation

- T -

T3

T6

Tangent (variable)-stiffness method

The Von-Misses criterion

Transforming meshes

Tresca

truss

Truss element connected to a plane element

Two-noded beam-column element

- U -

Unstructured mesh generation

- W -

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- Y -

Yield criterion