QUAKE/W is a geotechnical finite element CAD software product for the
dynamic analysis of earth structures subjected to earthquake shaking,
or point dynamic forces from a blast or a sudden impact load.
QUAKE/W determines the motion and excess pore-water pressures
that arise due to shaking. Its comprehensive formulation makes QUAKE/W
well suited to analyzing a wide range of problems.
Generalized material property functions allow you to use any laboratory
or published data. Three constitutive models are supported: a
Linear-Elastic model, an Equivalent Linear model, and an effective
stress Non-Linear model. QUAKE/W uses the Direct Integration Method
to compute the motion and excess pore-water pressures arising from
inertial forces at user-defined time steps.
QUAKE/W can be used to analyze almost any dynamic earthquake problem you
will encounter in your geotechnical, civil, and mining engineering
Easy to Use
Defining a Dynamic Earthquake Model
Beginning an analysis is as simple as defining the geometry by drawing
regions and lines that identify soil layers, or by importing a DXF™ file.
Then specify material properties, import earthquake records, and apply
boundary conditions and structural elements.
Viewing the Analysis Results
Once you have solved your analysis, QUAKE/W offers many tools for
viewing results. Animate the motion by viewing the displacements
for successive steps. Look at the complete displacement, velocity
and acceleration history record at key points. Perform a spectral
analysis at these points to study the ground motion frequency and
seismic characteristics. Generate contours or x-y plots of stress,
strain, pore-water pressure, and over 35 other parameters. Show the
shaded liquefaction zone. View any stress state as a Mohr Circle
with the associated space-force diagrams.
Then prepare the results for your report by adding labels, axes,
and pictures, or export the results into other applications such as
Microsoft® Excel® for further analysis.
QUAKE/W can model the dynamic behavior of almost any earth structure,
- Earth embankment dams
- Natural soil and rock slopes
- Loose ground deposits
- Estimation of post-earthquake deformation
- Impact loads from dynamic blasting
- Any natural, near-horizontal ground sites with potential for excess pore-water pressure generation during earthquake shaking
- plus many more!