EARTHQUAKE 3D Enhanced Edition.rar
Download ---> https://shoxet.com/2ta4X4
PLAXIS 3D Ultimate is a numerical simulation and visualization tool used for simulating the dynamic response of slopes. It is an advanced model that extends the capabilities of PLAXIS 3D Advanced, providing 3D analysis of slope stability and slope response to dynamic loading on 3D models with more features and functions, including
3D model of the top surface of the slope (including the root zone)
Shear strength of the root zone
Advanced soil sub-surface model
Advanced soil model with 3D physical properties
Improved model calculation and numerical scheme
3D dynamic model (flexible or variable bond)
3D random variable nodal displacements
3D dynamic loading (moving traffic, earthquakes, etc)
3D interactive visualization (3D graphics and animations)
Geomechanical and geo-physical databases
In-situ measurements of soil and rock properties to generate the soil constitutive model
PLAXIS 3D Ultimate uses a macro modal method to analyze slope stability and a boundary element method to simulate the dynamic response of slopes. The model can simulate 3D slope stability and slope response to dynamic loading on 3D models. It can simulate the dynamic response of the slope to both steady and transient loads. Compared with other 3D static analysis methods, PLAXIS 3D Ultimate is a cost-effective tool for simulating the dynamic response of slopes. This model has been used in the following cases:
3D modeling of slope stability and dynamic response to dynamic loading
Engineering and cost studies to improve the performance of slopes
Slope stability in the case of site-specific situations (e.g. slope stability after damming, slope stability after land clearance, slope stability after dike stabilization, etc)
Slope stability analysis based on improvement of the current knowledge of soil and rock properties
The centrifuge model test was performed on a 1:1 scaled (2.2 × 2.2 m) prototype slope using the PLAXIS 3D modelling software (Matica et al. 2012). To investigate the global performance of the slope, the prototype was trialled at two groundwater levels. The simulated rainfall rate in the centrifuge test was set to be similar to that of the field trials (Tenon et al. 2005) and the slope was loaded by gravity and the centrifugal force in the simulation. A full description of the experimental design is given in the supplementary document.
The objectives of this study were to: (i) examine the global performance of a test site soil reinforced (engineering) soil slope, (ii) explore the secondary loading effects caused by groundwater, and (iii) examine the effects of earthquake on the secondary loading resulting from groundwater, by simulating the earthquake process.
Some applications, such as Java, require that the application directories and libraries are updated to a newer version before the user can update. However, there are some applications that are not explicitly API-specific, such as the X Window System, the X server source code, are automatically updated as required. 827ec27edc