Stereonet Lab
Orientation statistics, pole density, rose diagrams and kinematic counts on the lower hemisphere.
Analyses any number of planes and lines measured in the field or with the phone: pole density contours, Fisher statistics of each set, eigenvalue fabric and π-girdle axis, rose diagram of strikes, and the percentage of measurements critical for planar, wedge and toppling failure against a slope face.
Overview
Measurements are entered as dip direction / dip or right-hand-rule strike / dip, imported from CSV, pasted from a field sheet or recorded with the phone compass-clinometer and corrected to true north with the IGRF-14 declination. Sets are taken from the field labels or detected automatically by axial k-means.
Pole density gives where the measurements concentrate; Fisher statistics give the mean orientation of each set and its precision; the eigenvalues of the orientation tensor tell a cluster from a girdle and yield the statistical fold axis; the kinematic counts give the proportion of discontinuities able to fail toward a given slope face.
What you enter · What you get
What you enter
- Planes: dip direction and dip, or strike (RHR) and dip
- Lines: trend and plunge
- Set labels or the number of sets
- Site position for the magnetic declination
- Slope face, friction angle and lateral limits (optional)
What you get
- Pole density contours in MUD with set means and α95 cones
- Mean planes, intersections, eigenvectors and π-girdle
- Rose diagram of strikes with axial mean
- Kinematic stereonet with critical percentages
- Directional hazard radar
- Set statistics table and CSV exports
How it works in the field
Method and equations
Projection
Lower-hemisphere equal-area (Schmidt) projection for statistics and density, equal-angle (Wulff) for angular construction.
Pole density (Vollmer 1995)
Exponential Kamb smoothing; densities are expressed in multiples of a uniform distribution (MUD).
Fisher statistics (Fisher 1953)
Mean orientation of each set, precision parameter and the 95 % cone of confidence of the mean.
Orientation tensor (Woodcock 1977)
Eigenvalues S1 ≥ S2 ≥ S3 distinguish clusters (K > 1) from girdles (K < 1); E3 of a girdle is the π-axis.
Kinematic counts
Planar and toppling tests on every dip vector, wedge test on every intersection of two planes (Markland 1972; Goodman & Bray 1976); results as percentages of the total.
Who uses it
Standards and references
- Fisher, R.A. (1953). Dispersion on a sphere. Proceedings of the Royal Society of London A, 217, 295–305.
- Goodman, R.E. & Bray, J.W. (1976). Toppling of rock slopes. Proc. ASCE Specialty Conference on Rock Engineering for Foundations and Slopes, Boulder, 2, 201–234.
- Hocking, G. (1976). A method for distinguishing between single and double plane sliding of tetrahedral wedges. Int. J. Rock Mech. Min. Sci., 13, 225–226.
- Kamb, W.B. (1959). Ice petrofabric observations from Blue Glacier, Washington, in relation to theory and experiment. Journal of Geophysical Research, 64, 1891–1909.
- Markland, J.T. (1972). A useful technique for estimating the stability of rock slopes when the rigid wedge type of failure is expected. Imperial College Rock Mechanics Research Report 19.
- Vollmer, F.W. (1995). C program for automatic contouring of spherical orientation data using a modified Kamb method. Computers & Geosciences, 21, 31–49.
- Woodcock, N.H. (1977). Specification of fabric shapes using an eigenvalue method. Geological Society of America Bulletin, 88, 1231–1236.
At a glance
- Category
- Field geology
- Runs on
- Phone, tablet and desktop browser
- Export
- PDF report, PNG figures, CSV
- Access
- Subscribers
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