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18-Geol-A4 Structural Geology · December 2017

Question 3 of 5: Structural Interpretation Items

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

National Exams, Geological Engineering, 04-Geol-A4 Structural Geology, 2017-Dec. Open book; any non-communicating calculator permitted; 3 hours; 100 marks. The paper is printed as five lettered mega-questions (A–E): Question A “answer all” 20 T/F items (20 marks), Question B “any and only 5 of 10” essay topics (30 marks), Question C “any and only 4 of 7” items (24 marks), Question D a single compulsory 12-mark Mohr–Coulomb hydrofracture/fault-reactivation problem, and Question E a single compulsory 14-mark stereonet π-diagram problem.

Reference texts: Davis & Reynolds, Structural Geology of Rocks and Regions, 3rd ed. (fold and fault mechanics, stress and strain, Mohr–Coulomb analysis, fault-valve behaviour); Fossen, Structural Geology, 2nd ed. (rheology, shear zones, fold classification, finite strain, stereographic π-diagrams); Marshak & Mitra, Basic Methods of Structural Geology (stereonets, block diagrams, joint/vein mechanics).

Question C: Structural Interpretation Items (6 marks each; answer any 4 of 7 – all 7 answered below; 24 marks nominal)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

C1. Elongation and stretch of the restored line A–A′

Given. Deformed (present-day) length of line A–A′, Lf = 3.0 km. Restored (undeformed, pre-thrusting) length, L0 = 7.5 km.

Find. The elongation e and stretch S of the line, accounting for the shortening accommodated by the thrust faults.

Approach. Apply the standard one-dimensional finite-strain definitions directly to the restored vs. deformed line lengths.

  1. Elongation. $$e = \frac{L_f - L_0}{L_0} = \frac{3.0 - 7.5}{7.5} = \boxed{-0.60 \ (-60\%)}$$ The negative sign confirms shortening (not extension), consistent with thrust-related crustal contraction.
  2. Stretch. $$S = \frac{L_f}{L_0} = \frac{3.0}{7.5} = \boxed{0.40}$$ As a check, S = 1 + e = 1 − 0.60 = 0.40, consistent.
Question C1 — final results
QuantityValue
Elongation, e−0.60 (−60%)
Stretch, S0.40

C2. Why dolomite develops more joints than the intervening sandstone

Joint spacing in a layered sequence is governed by a shear-lag stress-transfer process: as the bed is stretched, tensile stress builds up within a layer over a characteristic distance (controlled by the layer's stiffness and its coupling to the bounding beds) until the layer's tensile strength is reached and a joint forms; each new joint creates a stress shadow on either side, and further joints nucleate only once stress rebuilds beyond that shadow. A stiffer, lower-porosity, more brittle layer such as dolomite reaches its (comparatively low) tensile strength repeatedly over short rebuild distances, producing closely spaced joints at saturation. The intervening sandstone, if more porous and less well cemented, can accommodate a larger share of the same bulk extension by inelastic, non-fracturing mechanisms (grain-boundary sliding, pore collapse) before it ever reaches its own tensile threshold — so it needs a much longer rebuild distance between joints (or may not joint at all over the exposed interval), leaving it comparatively unjointed relative to the bounding dolomite beds.

[Figure not reproduced: Fig. C2 — closely spaced Mode I joints in the two dolomite layers do not propagate into the unjointed sandstone (source figure, redrawn). See the official exam paper.]

C3. Structures at left (releasing) vs. right (restraining) step-overs of a dextral fault, and gold-vein siting

For a dextral (right-lateral) master fault, the sense of the step controls whether the overlap zone opens or closes: a left step (the fault offsets to the left along strike) is a releasing bend/step-over — the overlap zone is pulled apart (transtension), producing a rhomb-shaped pull-apart basin bounded by normal faults and subsidence. A right step is a restraining bend/step-over — the overlap zone is squeezed (transpression), producing a pop-up/pressure ridge bounded by thrust faults and folds.

Dilational (opening) fractures are the preferred pathway and precipitation site for hydrothermal fluids, so gold-bearing quartz veins are expected preferentially in the left (releasing) step-over, within the dilational jog of the pull-apart structure, where extension keeps fractures open and permeable and repeatedly draws fluid in as the jog subsides. In the right (restraining) step-over, compression tends to clamp and seal fractures rather than hold them open, so while some fracture-controlled mineralization can occur on secondary structures within the pop-up, broad dilational, fluid-focusing pathways are far less developed there.

a) Left step-over (releasing – pull-apart) dilational jog: pull-apart basin, normal faults ◉ gold-quartz veins expected here b) Right step-over (restraining – pop-up) pop-up/pressure ridge: thrusts & folds (fractures tend to seal; little dilational mineralization)
Fig. C3 — dextral step-overs: a left step opens a dilational pull-apart (favourable for vein mineralization); a right step closes into a compressional pop-up (fractures tend to seal).

C4. Four structural trap types for hydrocarbons

Anticlinal traps — a closed, upward-arched fold with a lower-permeability caprock seals hydrocarbons that migrate updip into the crest; the classical and most common trap type. Fault traps — a fault juxtaposes a permeable reservoir bed against an impermeable unit (or the fault itself is sealing, e.g. via clay smear), blocking updip migration across the fault plane. Salt-related traps — a rising salt diapir deforms and truncates adjacent strata, creating flank traps against the salt body, with the salt itself (being impermeable) acting as an excellent seal. Unconformity (stratigraphic) traps — a reservoir bed is truncated at an erosional unconformity and sealed by impermeable strata deposited unconformably above it, trapping hydrocarbons updip against the unconformity surface itself.

C5. Five brittle structures associated with active folding of a competent layer

Active (buckle) folding of a single competent layer under layer-parallel shortening produces a predictable suite of brittle structures keyed to position on the fold: (1) outer-arc extension joints, hinge-parallel Mode I fractures on the convex (outer) side of the fold where the layer is stretched by bending; (2) conjugate shear fractures on the outer arc, forming a small-scale normal-fault-like array accommodating the same outer-arc extension; (3) flexural-slip surfaces along bedding, with slip striae oriented perpendicular to the fold hinge, accommodating the relative slip between layers required by flexural-slip folding; (4) inner-arc shortening structures (small-scale reverse faults/thrust duplication or cleavage) on the concave (inner) side, where the layer is shortened by bending; (5) radial (hinge-perpendicular) extension joints at the crest of the hinge, formed by the highest curvature-induced outer-arc strain.

outer-arc & radial hinge-crest extension joints inner-arc shortening (small reverse faults/cleavage) flexural-slip surfaces along bedding (limb-parallel slip)
Fig. C5 — outer-arc extension joints and radial hinge-crest joints (orange), inner-arc shortening structures (blue), and flexural-slip surfaces on the limbs (black) of an actively buckling competent layer.

C6. Cyclical fault-valving from fluid pressure, and the resulting vein infill

The fault-valve mechanism (Sibson) is a self-sustaining seismic cycle driven by pore-fluid pressure on a fault that is otherwise close to, but below, failure. Between slip events the fault self-seals (mineral precipitation clogs the fracture), so fluid trapped below the seal cannot escape and pore pressure Pf rises; on the Mohr diagram, rising Pf reduces the effective normal stress and progressively shifts the effective-stress circle to the LEFT (toward the Mohr–Coulomb envelope) without changing its radius, exactly as quantified in Question D(A). Once the circle becomes tangent to the envelope, the fault ruptures; the rupture briefly opens a high-permeability pathway, causing a sudden pressure drop that shifts the circle sharply back to the RIGHT (toward stability) — after which self-sealing resumes and the cycle repeats.

Because each rupture is triggered by, and immediately releases, a supersaturated fluid at the point of sudden decompression, vein infill grows incrementally: each seismic cycle deposits one thin lamina of quartz (or carbonate) before the fracture reseals, producing the classic crack-seal texture — multiple thin growth bands, commonly with wall-parallel trails of wall-rock inclusions marking each successive crack increment — rather than a single, continuously open-space-filling vein.

σn τ failure envelope 1. post-slip (Pf low, self-sealing begins) 2. Pf rises (sealed fault) until tangent -> rupture Pf builds up (crack-seal) rupture -> sudden Pf drop, repeat
Fig. C6 — cyclic fault-valve behaviour: pore pressure rises between slip events (self-sealing), the effective-stress circle shifts left until it touches the envelope (rupture), then drops back right (fault-valve pressure release); each cycle deposits one crack-seal vein increment.

C7. Disharmonic buckle folding of the vein–sandstone–shale multilayer

Per the Biot–Ramberg relation, a competent layer embedded in a weaker matrix selects a dominant buckle wavelength λdom ∝ t·(μlayer/μmatrix)1/3, where t is layer thickness — thicker and/or higher-viscosity-contrast layers buckle at longer wavelength, thinner competent layers at shorter wavelength, and layers with no contrast against their matrix (here the shale) do not independently select a wavelength at all. With μvein≈μsandstone>μshale imposed on layer-parallel shortening, the result is a disharmonic, multi-order fold train: the single thick sandstone bed, being both thickest and competent, dominates and buckles into one long-wavelength, gentle fold; the thin, competent vein layers buckle independently at their own much shorter wavelength (since λ∝t), producing tighter, higher-order parasitic folds nested within/around the sandstone's long-wavelength form; the weak shale has no intrinsic wavelength of its own and simply flows passively around the competent layers, thickening into the hinges and thinning on the limbs (similar-style flow) — in contrast to the sandstone and veins, which fold in an approximately parallel (constant-thickness) style.

thick sandstone: 1 long-wavelength fold thin veins: several short-wavelength parasitic folds shale: flows/thickens passively at hinges, thins on limbs (no intrinsic λ)
Fig. C7 — disharmonic multilayer buckling: the thick sandstone selects one long-wavelength fold, the thin veins buckle independently at short wavelength, and the shale flows passively between them.