rocscience Software
Rocscience RSPile
3D Pile Analysis
Features in RSPile
Technical Specifications
Axial Capacity of Driven Piles
- Adhesion types
- Adhesion for cohesive soils
- Piles driven through soft clay
- Piles driven through overlying
- Sands or sandy gravel
- Piles without different strata
- User-defined adhesion
- Calculated capacities
- Restrike, driving, ultimate
- Design considerations
- Long and short-term scour
- Soft compressible soils
- Negative skin friction
- Non-tapered pile types
- Pipe—open and closed end
- Concrete
- H-Pile
- Soil materials
- Cohesive / cohesionless
- Tapered pile types
- Timber
- Raymond uniform taper
- Monotube
Axially Loaded Piles
- Axial resistance analysis
- Max allowable axial displacement
- Ultimate axial resistance
- Pile top loading
- Axial
- Pile Types
- Cylindrical
- Rectangular
- Pipe
- Common sections
- Tapered or non-tapered
- Reinforced concrete
- Prestressed concrete
- Elastic or plastic
- Soil materials
- Elastic
- API sand
- API clay
- User-defined
- Drilled clay
- Drilled sand
- Coyle Reese Clay (driven)
- Mosher Sand
Laterally Loaded Piles
- Additional loading
- Loading by lateral soil movement
- Transition zone for sliding soil in lateral resistance function
- Lateral resistance function (multiple soil movement cases)
- Advanced computation options
- Stiffness matrix calculator
- Pushover analysis
- Pile length vs top deflection
- Group analysis
- Cap designer
- Radial, rectangular, custom patterns
- Pile toe loading
- Shear resistance
- Lateral resistance analysis
- Max allowable lateral displacement
- Ultimate lateral resistance
- Pile top loading
- Moment in X and Y
- Shear in X and Y
- Slope in X and Y
- Rotational stiffness in X and Y
- Deflection in X and Y
- Axial load
- Define any combination of loading
- LRFD combinations
- Pile types
- Cylindrical
- Rectangular
- Pipe
- Typical sections
- Elastic and plastic
- Reinforced concrete
- Prestressed concrete
- Pile with casing/core
- Tapered or non-tapered
- Soil materials
- Elastic
- Soft clay soil
- Submerged stiff clay
- Dry stiff clay
- Sand
- Weak rock
- User-defined
- API method for sand
- Loess
- Liquefied sand
- Piedmont residual soils
- Strong rock (vuggy limestone)
- Modified stiff clay without free water
- Silt (cemented C-Phi soil)
- Soft clay with user defined J
- Hybrid liquefied sand
- Massive rock
- Output
- Displacement X and Y
- Rotation X and Y
- Beam shear force X and Y
- Beam moment XY and YZ
- Soil reaction force X and Y
- Soil stiffness X and Y
- P-Y curves with depth
- Use any input parameters as random variables
Model Definition
- Boreholes to define stratigraphy
- Definition of multiple and pattern piles
Additional Features
- Full 3D FEM pile engine
- P-Y modification factors
- T-Z modification factors
- Q-Z modification factors
- Static and cyclic loading options
- Integration with Slide2
- Export to Slide2
- Export to Excel
- Info Viewer
RSPile across Applications
Model pile foundations and analyze their response under various loads.
Design pile supports, which can then be used in Slide2 to investigate their effects on the stability of rock slopes or soil slopes.
Explore the latest features in RSPile
Calculate pile capacities at different locations for different types of piles automatically and generate the results into a table and a series of graphs. This feature not only provides you with the ultimate skin friction and ultimate tip resistance but helps apply different factors of safety to determine the allowable carrying capacity of the piles.
Raymond and Monotube piles are back in Driven Analysis with the additional tapered sections. Calculate the driven capacities of tapered piles with the flexibility of making any cross-sections tapered in the Pile type Editor, except for the H-Pile.
RSPile’s new functionality helps you plot interaction diagrams for your reinforced concrete sections and see their structural capacity in a single click. Seamlessly plot the nominal axial load capacity P against the nominal bending moment M for a given angle of load application and generate the maximum moments Mnx’-Mny’ for a given load.
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