Property 
Long name 
Unit 
Description 
TimeInterval 
Time interval 
Time 
Time 
TimeIntervalSeconds 
Time interval seconds 
Time 
Dynamic time 
UseTensionCutoff 
Use tension cutoff 
 
 True
 Enables the use of tension cutoff.
 False
 Disables the use of tension cutoff.

TensionCutOff 
Tension cutoff 
 
The value at which the tension is maxed out 
UseCavitationCutOff 
Use cavitation cutoff 
 
 True
 Enables the use of cavitation cutoff.
 False
 Disables the use of cavitation cutoff.

CavitationCutOff 
Cavitation cutoff 
 
The value at which the cavitation is maxed out 
IgnoreSuction 
Ignore suction 
 
 True
 Ignores the use of suction.
 False
 Suction is taken into account.

UseUpdatedWaterPressures 
Use updated water pressures 
 
 True
 Updated water pressures are taken into account.
 False
 Updated water pressures are not taken into account.

IgnoreUndrainedBehaviour 
Ignore undrained behaviour 
 
 True
 Undrained behaviour will be ignored in this phase.
 False
 Undrained behaviour is taken into account.

Is3D 
Is3D 
 
To check if the project is 3D or not. 
Is64Bits 
Is64Bits 
 
To check if the calculation was performed in 64bit mode 
DeformCalcType 
Deformation calculation type 
 
 K0 procedure
 This calculation type can be used to define the initial stresses for the model, taking into account the loading history of the soil.
 Gravity loading
 The phase will be calculated using a plastic calculation, in which initial stresses are generated based on the volumetric weight of the soil.
 Flow only
 The phase will be calculated using no effective stresses.
 Field stress
 This calculation type can be used to define a homogeneous initial stress state in the model, taking into account a rotation of principal stresses. This might be relevant for applications in deep soil or rock layers where the formation of these layers in the geological history has caused a rotation of principal stresses (shearing).

LoadingType 
Loading type 
 
 Staged construction
 Consolidation and simultaneous loading in the sense of changing the load combination, stress state, weight, strength or stiffness of the elements, activated by changing the load and geometry configuration or pore pressure distribution by means of staged construction.
 Minimum excess pore pressure
 Consolidation without additional loading, until all excess pore pressures have decreased below a certain minimum value, specified by the minimum pore pressure parameter.
 Degree of consolidation
 Consolidation without additional loading, until a desired degree of consolidation, specified by the degree of consolidation parameter, is reached.
 Target SumMsf
 Reduction of the soil and interface strength towards a target value of the total multiplier ΣMsf. The program first performs a full safety analysis until failure and then it recalculates the last step before the target value of ΣMsf in order to reach the target exactly.
 Incremental Multipliers
 Reduction of the soil interface strength parameters by using Incremental Multipliers option.

UseUpdatedMesh 
Use updated mesh 
 
 True
 Enables the use of an updated mesh.
 False
 Disables the use of an updated mesh.

MaxStepCount 
Max step count 
 
The maximum number of steps for a phase 
SubStepCount 
Sub step count 
 
The number of substeps used for a phase 
ArcLengthControl 
Arc length control 
 
1 if arclength control is used, 0 if not and 1 if unavailable 
MinIterations 
Min iterations 
 
The desired minimum number of iterations. 1 if unavailable. 
MaxIterations 
Max iterations 
 
The desired maximum number of iterations. 1 if unavailable. 
ToleratedError 
Tolerated error 
 
The tolerated error. 1 if unavailable. 
OverRelaxation 
Over relaxation 
 
The over relaxation factor. 1 if unavailable. 
DesignApproachID 
Design approach ID 
 
Design approach name for materials 
Solver 
Solver 
 
The solver used in a calculation 
MaxCores 
Max cores 
 
The number of CPU cores used in a calculation 