Structural Geology: Worked Examples

Use clockwise azimuths from a common north reference. Numerical examples use synthetic planar geometry; the final cases distinguish a geometric result from an engineering design decision.

Right-Hand-Rule Orientation Conversion

A bed is recorded as RHR strike 315∘315^\circ, dip 40∘40^\circ. Find its dip-direction azimuth and the two bearings of its undirected strike line.

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Apparent Dip in an East-Trending Cut

A planar bed has RHR strike 045∘045^\circ and true dip 30∘30^\circ. A vertical cut trends toward 090∘090^\circ. Find the signed apparent dip toward east.

East Section Through the Specified Bed

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True Dip from a Known Oblique Exposure

A planar fault has RHR strike 315∘315^\circ. Its trace in a vertical exposure directed 345∘345^\circ descends at 40∘40^\circ. Recover its true dip and dip direction.

Measured Trace and Unknown True Dip

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Direction Bands for a Plane-Following Grade Limit

A proposed straight alignment must follow a planar seam with RHR strike 000∘000^\circ and true dip 25∘25^\circ. For this geometric exercise, the maximum absolute inclination is 10∘10^\circ. Find the largest acute deviation from strike and distinguish this angle limit from a percentage grade.

Allowed Directions Around the Strike Line

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Plane Reconstruction from Two Orthogonal Traces

Two vertical exposures intersect the same nonvertical planar bed. It descends 20∘20^\circ toward east and 40∘40^\circ toward north, using a common datum and north reference. Find true dip, dip direction and RHR strike.

Two Signed Section Measurements

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An Along-Strike Trace Does Not Determine True Dip

A nonvertical bed has a horizontal trace in a vertical section parallel to its known strike. A report divides tan⁡0∘\tan0^\circ by sin⁡0∘\sin0^\circ and claims that the bed must be horizontal. Assess that inference.

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Vertical Plane and Coincident Section

A vertical geological plane strikes 000∘000^\circ. Compare its intersection with vertical sections directed 045∘045^\circ and 000∘000^\circ, both passing through the same reference point.

Unique Line Versus Coincident Planes

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Throw and Heave from Prescribed Normal Slip

A fault dips 60∘60^\circ and undergoes 12.0 m12.0\ \mathrm{m} of pure normal dip slip relative to a fixed footwall. Find the hanging wall's vertical and horizontal displacement components in a vertical section normal to strike.

Dip-Slip Components at One Scale

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Lower-Hemisphere Pole of a Mapped Plane

For the synthetic plane dipping 45∘45^\circ toward azimuth 135∘135^\circ, determine the lower-hemisphere pole's trend, plunge and normalized radius on the stated equal-angle stereographic net.

Specified Plane and Lower-Hemisphere Pole

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A Candidate Planar Mechanism Without a Failure Verdict

An idealized planar slope face dips 65∘65^\circ toward 090∘090^\circ. A persistent discontinuity dips 45∘45^\circ toward 090∘090^\circ. For a specified preliminary screen, assume lateral/rear releases exist, cohesion is zero, friction angle is 30∘30^\circ, and the adopted lateral direction window is ±20∘\pm20^\circ. What does this screen establish?

Given Planar Screening Geometry

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Oblique Daylighting of an Intersection Line

A planar slope face dips 60∘60^\circ toward 090∘090^\circ. Two mapped discontinuities intersect in a line trending 120∘120^\circ and plunging 35∘35^\circ downward. Compare that line with the face in its own trend. Then test a second line with the same trend but plunge 58∘58^\circ.

Compare Plunge in the Line's Own Trend

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Investigation Decision at a Folded and Faulted Site

A proposed tunnel crosses folded limestone and shale near a mapped thrust fault. Mapping establishes fold shape and fault location, but younging, joint persistence, gouge properties, hydraulic connectivity, water pressures and fault activity remain unresolved. Compare three proposed decisions: declare the crest self-supporting; require relocation solely from the thrust label; or investigate the uncertainties before selecting alignment and support.

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