Download Free Software Dips Rocscience Crack
- Download scientific diagram Kinematic analysis conducted in the stereographic software DIPS (Rocscience, 2014), showing daylight envelope containing poles.
- Aug 19, 2017 - Download Free Software Dips Rocscience Crack Rating: 9,7/10 6710votes. Shareware Junction periodically updates pricing and software.
SWedge is a quick, interactive and simple-to-use analysis tool for evaluating the geometry and stability of surface wedges in rock slopes. Wedges are defined by two intersecting discontinuity planes, the slope surface and an optional tension crack. SWedge provides an integrated graphical environment for fast, easy data entry and 3D model visualization. SWedge offers an extensive array of analysis options including Deterministic, Probabilistic, Combinations, Sensitivity, and Persistence analysis. Rock bolts, shotcrete or support pressure can be applied to increase the wedge safety factor. Destabilizing forces due to water pressure, seismic loads or external forces can also be easily modeled.
Software by RocScience RocPlane is an interactive software tool for performing planar rock slope stability analysis and design. RocPlane makes it easy to quickly create planar models, visualize them in both 2D and 3D, and evaluate analysis results.
Joint shear strength options include Mohr-Coulomb, Barton-Bandis or Power Curve models, and a joint waviness angle can be defined. What’s New in SWedge v6.0 SWedge v6.0 is a major upgrade with several important new features:. Wedges can now include a basal failure plane (pentahedral wedges). As a result, wedges can now be comprised of three joint planes. Bench analysis is now available for determining stability and optimal bench widths (open pit mining).
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New water pressure distributions. Design standards such as Eurocode and BS8006 are now supported.
Multiple units (MPa, KPa, ksf, psf, tonnes/m2, tons/ft2). With 64-bit support, large combinations and probabilistic analyses can now be performed.
Import of Dips files. New and improved graphs allow for more customization. Can now filter wedges by sliding mode (sliding on joint 1, sliding on joint 2, etc.) in both probabilistic and combination analyses. Users can now define a design factor of safety for probabilistic analyses. Probability is now P (FS.
Support and Loading There are various options for modeling support in SWedge, including:. Bolts. Shotcrete. Pressure. External Force Different support types can be combined (e.g. Bolts and shotcrete), and the required support parameters necessary to achieve a given factor of safety can be readily determined.
The following options are available in SWedge for applying loading to wedges to simulate destabilizing or stabilizing forces. Critical load values can easily be determined with the Sensitivity Analysis option. Water Pressure. Seismic Force. External Force. Import from Dips SWedge provides deep integration with — a Rocscience software program designed for the graphical and statistical analysis of orientation data using stereonets.
Dips and SWedge are commonly used together for the analysis of rock slope stability. Orientation data can be imported from Dips into SWedge with the Import from Dips option in the Input Data dialog. The data which can be imported depends on the SWedge Analysis Type (Deterministic, Probabilistic or Combinations), as described below: Deterministic If the SWedge Analysis Type = Deterministic, you can import individual plane orientations from a Dips file and assign the orientations to the Slope, Upper Face, Joint1, Joint2, or Tension Crack. Probabilistic If the SWedge Analysis Type = Probabilistic, you can import mean orientations and statistical joint set information (Fisher K value or standard deviation) from a Dips file, and assign the information to Joint1, Joint2 or Tension Crack. Combinations If the SWedge Analysis Type = Combinations, you can import any number of plane orientations from a Dips file, and SWedge will analyze the stability of all possible joint combinations. Probabilistic Analysis In a Probabilistic Analysis, you can define statistical distributions for input parameters (e.g.
Joint orientation, shear strength, water level), to account for uncertainty in their values. When the analysis is computed, this results in a safety factor distribution from which a Probability of Failure (PF) is calculated. The following input parameters can be defined as random variables in an SWedge probabilistic analysis:. slope plane orientation. joint orientation. joint shear strength. joint waviness angle.
tension crack orientation. water pressure force. seismic force In addition, if you are using the Joint Persistence Analysis option, you can define the following random variables:. wedge height.
joint persistence or trace length. Bench Analysis The Bench Design option is an extension of the probabilistic analysis features in SWedge. Assuming either a constant bench width or constant inter-ramp angle you can input the design parameters and statistical joint information in order to optimize the bench slope angle according to design constraints. The analysis output allows you to interpret the results according to various methods including:. managed approach to bench design.
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quantitative hazard analysis (QHA) The following statistics can be plotted for a bench design:. Total Probability of Failure. Cell Probability of Occurrence. Cell Cumulative Probability of Occurrence.
Cell Probability of Sliding. Cell Probability of Failure. Bench Loss versus Bench Angle. Cumulative Frequency of Failed Wedges.
Combination Analysis The Combination Analysis option in SWedge allows you to define any number of discrete joint plane orientations, and all possible combinations of two joints which can form a wedge will be analyzed. The wedge with the minimum factor of safety is determined, and results can be plotted on histograms, scatter plots and the stereonet view. The Combination Analysis option can be selected in the Project Settings dialog or from the drop-list in the toolbar. By default, the minimum wedge Factor of Safety (FS) is displayed in the toolbar. Because the Combination Analysis option is not, strictly speaking, a Probabilistic Analysis, a Probability of Failure is not reported. If desired, a Probability of Failure can be calculated by dividing the number of failed wedges by the total number of joint combinations.
The interpretation of results in this regard is the responsibility of the user.
Phase2 8.0 is a powerful 2D elasto-plastic finite element stress analysis program for underground or surface excavations in rock or soil. It can be used for a wide range of engineering projects and includes support design, finite element slope stability, groundwater seepage and probabilistic analysis. Complex, multi-stage models can be easily created and quickly analyzed - tunnels in weak or jointed rock, underground powerhouse caverns, open pit mines and slopes, embankments, MSE stabilized earth structures, and much more. Progressive failure, support interaction and a variety of other problems can be addressed. Phase2 offers a wide range of support modeling options. Liner elements can be applied in the modeling of shotcrete, concrete, steel set systems, retaining walls, piles, multi-layer composite liners, geotextiles and more. Liner design tools include support capacity plots which allow you to determine the safety factor of reinforced liners.
Bolt types include end anchored, fully bonded, cable bolts, split sets and grouted tiebacks. One of the major features of Phase2 is finite element slope stability analysis using the shear strength reduction method. This option is fully automated and can be used with either Mohr-Coulomb or Hoek-Brown strength parameters. Slope models can be imported / exported between Slide and Phase2 allowing easy comparison of limit equilibrium and finite element results. Phase2 includes steady state, finite element groundwater seepage analysis built right into the program. There is no need to use a separate groundwater program. Pore pressure is determined as well as flow and gradient, based on user defined hydraulic boundary conditions and material conductivity.
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Pore pressure results are automatically incorporated into the stress analysis. Material models for rock and soil include Mohr-Coulomb, Generalized Hoek-Brown and Cam-Clay. Powerful new analysis features for modeling jointed rock allow you to automatically generate discrete joint or fracture networks according to a variety of statistical models. With new 64-bit and multi-core parallel processing options Phase2 8.0 can solve larger and more complex models in shorter times.