GEOSLOPE computes the factor of safety of earth and rock slopes. GEOSLOPE can effectively analyze both simple and complex problems for a variety of slip surface shapes, pore-water pressure conditions, soil properties, analysis methods and loading conditions. Using limit equilibrium,GEOSLOPE can model heterogeneous soil types, complex stratigraphic and slip surface geometry, and variable pore-water pressure conditions using a large selection of soil models.
Analyses can be performed using deterministic or probabilistic input parameters. Stresses computed by a finite element stress analysis may be used in addition to the limit equilibrium computations for the complete slope stability analysis available. With this comprehensive range of features, SLOPE can be used to analyze almost any slope stability problem you will encounter in your geotechnical, civil, and mining engineering projects.
GEOSLOPE establishes stresses and pore-water pressure conditions so that upon removal of the ground, rebound displacements can be computed. Steady state or transient pore-water flow systems can be simulated and incorporated into dewatering and stability evaluations. Detailed stress paths can be monitored during transient changes in pore-water pressure. In an advanced analysis, a slope failure in a pit can be accounted for as a result of a sudden collapse of unstable ground. A dynamic earthquake analysis assesses potential for generation of excess pore-water pressures in the ground or plastic deformation due to stress-redistribution.
SLOPE/W can model almost any stability problem, including:
- Natural soil and rock slopes
- Construction excavations
- Earthen dams and levees
- Open-pit highwalls
- Reinforced earth structures
- Slope stabilization design
- Slopes with surcharge or seismic loading
- Dam stability during rapid drawdown
- Partially and totally submerged slopes
- Unsaturated slopes subjected to infiltration
- Tailings dam stability
SLOPE/W is formulated in terms of moment and force equilibrium factor of safety equations and supports a comprehensive list of limit equilibrium methods including Morgenstern-Price, Spencer, Bishop, Janbu, and the Ordinary method. The Morgenstern-Price method, for example, satisfies both force and moment equilibrium. This general formulation makes it easy to compute the factor of safety for a variety of methods and to readily understand the relationships and differences among all the methods.
SLOPE/W can also perform finite element stress-based stability and dynamic stability analyses. It uses finite element computed stresses from either SIGMA/W or QUAKE/W to calculate a stability factor by computing both total shear resistance and mobilized shear stress along the entire slip surface. SLOPE then computes a local stability factor for each slice.
SLOPE/W offers a variety of techniques to search for the critical slip surface. You can define potential slip surfaces by a grid of centers and radius lines, blocks of slip surface points, entry and exit ranges, or fully specified shapes. This provides the flexibility to handle various modes of failure such as rotational, translational, composite, retrogressive, and structure-controlled failures.
SLOPE/W employs a rigorous solution algorithm to cope with highly non-linear problems with difficult convergence. Graphical display of the Factor of Safety vs Lambda plot allows the user to visually inspect the acceptability of convergence.
Pore-water pressures can be defined using piezometric lines, spatial functions, or using the results from other GeoStudio finite element analyses such as SEEP/W or SIGMA/W. SLOPE/W also accommodates the B-bar and Ru approaches. The defined pore-water pressure values can be displayed as contours on the geometry to help you see the PWP values that will be used in the analysis.
Rapid drawdown analysis can be conducted using the pore-water pressures defined using piezometric lines, transient finite element GeoStudio analyses, or the multi-stage rapid drawdown technique. The water surcharge load is automatically calculated in SLOPE/W at every instant in time.
A variety of slope stabilization options such as anchors, nails, piles, and geo-synthetics are available in SLOPE/W. Reinforcement loads are calculated with consideration given to tensile capacity, anchorage at the slope face, and stripping in the passive zone. Additional options include factor of safety dependency, load distribution, and orientation of the load. Pull-out resistance for geo-synthetics can be specified or calculated from interface adhesion and shear angle.
SLOPE/W supports a comprehensive list of soil material models including Mohr-Coulomb, undrained, high strength, impenetrable, bilinear, strength as a function of depth, anisotropic strength, generalized shear-normal function, SHANSEP, spatial Mohr-Coulomb and more.
Typical rock material models such as Hoek-Brown, Generalized Hoek-Brown, Barton and Choubey (1977), Miller (1988) can be handled by SLOPE/W using the generalized shear-normal function with or without an anisotropic modifier function.
The stability of a slope can be modeled through time with temporal variability in pore-water pressures and/or stresses by integrating SLOPE/W with one of the GeoStudio finite element products.
Limit state design or load resistance factor design (LRFD) can be handled in SLOPE/W by specifying partial factors on permanent and variable loads, soil unit weight, seismic coefficients and earth resistance, material properties, and reinforcement inputs. In this manner, any design code from around the world can be considered such as Eurocode or the British Standards.
Probabilistic and sensitivity analysis can be conducted on almost any input parameter and using a variety of distributions including normal, log-normal, uniform, triangular, or a generalized function. Spatial correlations are handled via a specified sampling distance. Using a Monte Carlo approach, SLOPE/W computes the probability of failure in addition to the conventional factor of safety.
Earthquake loading can be modeled using seismic loads with various pore-water pressure conditions, including the Duncan et al. (1990) two-stage undrained strength method, the two-stage effective stress strength method, or even the dynamic pore-water pressures from a QUAKE/W analysis.
SLOPE/W can be integrated with SIGMA/W to perform a strength reduction stability analysis.
The effect of slope geometry on the calculated factor of safety can easily be analyzed in SLOPE/W by creating multiple analyses in the Analysis Tree and using the Split Region tool.
SLOPE/W uses parallel processing to analyze each slip surface independently, allowing for faster solutions on multi-core processors. Multiple analyses are also analyzed in parallel. You can monitor the solution progress in the Solver Manager window.
You can interactively select any analyzed slip surface to graphically display the forces on any slice or information about the sliding mass. You can also display plots of computed results over the slip surface, such as various strength or convergence parameters along each slice.
Multiple slip surfaces can be displayed on the drawing to investigate different modes of failure and to visualize the variability in factor of safety with slip surface position. These results can be displayed using a slip surface color map, a safety map, or as contours within the grid of slip surface centers. This slip surface list can also filtered to aid you in interpreting the results.