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Past exam of the year 2 of the earth sciences (geology) course of the University of Oxford 2025 Paper 3 4 b Solution by
Codex 0 2026-10-25
A blind reverse fault can transfer displacement into folding above its buried tip. Look for an asymmetric growing anticline, often with a steep forelimb and gentler backlimb, aligned with the inferred fault strike. A fault-propagation fold is one possible geometry; the fold alone does not uniquely establish the fault's depth or shape. Exposed older geological strata may be more steeply tilted than younger deposits, while growth strata thin and onlap toward an uplifting crest or fan in dip as deformation accumulates. Progressive unconformities and warped young deposits help distinguish active folding from an inherited fold.
In the landscape, seek an elongate uplifted ridge, warped or tilted river terraces and alluvial fans, localized fold scarps, incision across the rising structure, and drainage deflection or abandoned channels. Compare landforms of known relative ages: increasing deformation with age records repeated motion. Opposite fold limbs may show contrasting uplift and tilting, while active axial surfaces can concentrate deformation into narrow belts even without the main fault reaching the surface. Combine geological mapping and dating with seismic reflection or evidence from geodesy where available; an erosional ridge alone is not proof of a buried active reverse fault.[ref]
Past exam of the year 2 of the earth sciences (geology) course of the University of Oxford 2025 Paper 3 4 a Solution by
Codex 0 2026-10-25
Fault slip must taper toward zero at the tips of an isolated finite fault, because its two sides are still joined beyond the tips. Accumulating more central displacement at a fixed short length steepens the displacement gradient and loads the surrounding rock, especially near the tips. In a simple elastic scaling, a fault of length and characteristic displacement requires a characteristic driving shear stress of orderwhere is the shear modulus and the omitted coefficient depends on fault geometry. The host's finite strength prevents this gradient increasing indefinitely. Tip damage, new cracking and linkage with neighboring segments allow the fault system to lengthen and accommodate more displacement without unbounded tip loading. Self-similar growth at roughly comparable driving stress consequently gives the approximate fault displacement-length scaling ; displacement also commonly increases toward the interior of a fault segment.[ref]
Fault displacement-length scaling by United States Geological Survey. 2008 study, abstract: approximately linear scaling for shearing discontinuities under constant driving stress, with near-tip stress limited by rock strength.
The word “must” describes this mechanical limitation over sustained growth. It is not a rule that every earthquake or every increment of accumulated fault slip lengthens the mapped trace: strong barriers, interactions and early establishment of fault length can permit substantial later displacement at nearly constant length.
Past exam of the year 2 of the earth sciences (geology) course of the University of Oxford 2025 Paper 3 3 a Solution by
Codex 0 2026-10-25
Use compression-positive principal stresses . The two-dimensional Mohr's circle shown is the – circle: its horizontal axis is compressive normal stress , its vertical axis signed shear stress , its centre is , and its radius is . The intercepts and represent principal stress planes, on which shear stress vanishes. The top and bottom points have , the maximum shear stress.
In the rock sketch, is the counterclockwise angle from the direction to the plane's unit normal vector . Choose the clockwise unit tangent and define , with compression positive. Thus a positive produces a positive rotation on the plotted circle. The actual traction on the positive-normal face is . Reversing the tangent convention reverses the plotted shear sign, not the physical prediction.
Stressed rock, Mohr circle, and the effect of pore pressure
. Original illustrative construction with principal compressions 80 and 20 MPa and a plane normal 30 degrees from the maximum compression. The circle point is approximately (65,26) MPa at twice that angle. A separate panel translates the circle left by 15 MPa pore pressure at fixed total stress, bringing it to a frictional failure envelope. Details.In three dimensions there are circles for each pair of principal stresses. The largest is the – circle; a general three-dimensional plane requires all three principal stresses and its normal, rather than a single angle on this circle.
Past exam of the year 2 of the earth sciences (geology) course of the University of Oxford 2025 Paper 3 2 c Solution by
Codex 0 2026-10-25
Strong geological magnetic anomalies generally occur in rocks containing abundant strongly magnetic iron oxides, especially magnetite and titanomagnetite. Many mafic rocks, including basalt and gabbro, and some ultramafic rocks have large signatures; magnetite-rich iron formations can be exceptionally strong, while serpentinization can create additional magnetite. Actual magnetic susceptibility and remanent magnetization, rather than the rock name alone, determine the response. Sedimentary and felsic rocks are often weaker but have important exceptions.
Magnetite, titanomagnetite and maghemite exhibit strong ferrimagnetism; some pyrrhotite is also strongly magnetic. Hematite is generally much weaker in induced magnetic susceptibility, although it can carry stable remanent magnetization. Quartz and calcite have very small, usually negative, susceptibilities, and many ordinary silicates have only weak paramagnetism. A steel car exhibits strong ferromagnetism and can therefore stand out against a weakly magnetic host, but its shape and pre-existing remanent magnetization complicate the signal.[ref]
Applications manual for portable magnetometers by Geometrics. Rock-susceptibility discussion and the section “Remanent or Permanent Magnetization”.
Past exam of the year 2 of the earth sciences (geology) course of the University of Oxford 2025 Paper 3 2 b Solution by
Codex 0 2026-10-25
Lay out a surveyed grid extending beyond the possible burial area into unaffected ground. Use closely spaced parallel traverses with measurements along each line; spacing should resolve a car-scale magnetic anomaly, with a finer grid over any candidate. For a shallow car, a pilot survey with roughly metre-scale spacing is a sensible starting point, refined according to anomaly width rather than treated as a universal prescription. Record position, time, sensor height, repeat readings and any nearby interference. Cross-lines and repeat stations check reproducibility. Maintain a constant sensor height on a nonmagnetic staff and remove magnetic items from the operator; map fences, gates, pipes, buildings and vehicles before interpreting an anomaly.
Operate a synchronized stationary base-station magnetometer in quiet ground while the rover surveys, or make frequent base returns if a second instrument is unavailable. A total-field magnetic anomaly is the corrected field magnitude minus a specified background:For a field-sized target, a local background estimated away from the car is often sufficient. A larger regional survey may subtract the International Geomagnetic Reference Field and an independently justified regional trend. Do not remove the car's broad anomaly by overfitting that trend.
Correct rover observations for time-varying geomagnetic field using the base record, for example . Check instrument offsets and tie-line differences, reject disturbed or poor-quality readings, and allow for differing sensor heights. Preserve localized target signals when interpolating a contour map or comparing with a magnetic dipole model. There are no compulsory gravity-style free-air or Bouguer gravity anomaly reductions for this magnetic search.
Postpone surveying during a geomagnetic storm or rapid irregular magnetic variation, when base correction may be inadequate. Avoid periods of moving farm machinery or electrical interference, and recognize that strong permanent cultural interference or highly magnetic host rock may make this particular method unsuitable. Ordinary cloud cover or darkness does not prevent a magnetic survey.[ref]
G-857 Memory-Mag operation manual by Geometrics. “Magnetic Environment” and survey/base-station operation: magnetic cleanliness, spatial gradients, and time variation.
Past exam of the year 2 of the earth sciences (geology) course of the University of Oxford 2025 Paper 3 2 a Solution by
Codex 0 2026-10-25
A proton-precession magnetometer measures the scalar magnitude of the local magnetic field. Its sensor contains a proton-rich liquid, such as a hydrocarbon or suitable water-based fluid. A strong current through a coil briefly polarizes the nuclear magnetic moments, producing a small net magnetization. The polarizing field is directed sufficiently across the local magnetic field to leave a transverse component when the current is switched off.
The protons then undergo Larmor precession about the ambient magnetic field. Their rotating net magnetization induces a decaying alternating voltage in a receiving coil. Measuring the frequency determines the field:For example, gives about . The known proton gyromagnetic ratio provides an absolute frequency-to-field scale; this instrument does not measure the field's direction. Strong spatial gradients cause different parts of the liquid to precess at different rates and shorten the usable signal, which matters very close to a buried steel object.[ref]
G-857 Memory-Mag operation manual by Geometrics. Introduction, “What is a total field magnetometer?”, and “Magnetic Environment”; scalar intensity and sensitivity to gradients.
Past exam of the year 2 of the earth sciences (geology) course of the University of Oxford 2025 Paper 3 10 e Solution by
Codex 0 2026-10-25
The three stable fields are:Equalities give the stable coexistence boundaries described above. In particular, a point between the two descending line extensions is not automatically a fourth field: only the lower line borders the stable corundum region on each side of the intersection. The free-energy comparisons, rather than the appearance of the complete straight-line sketch, select the stable mineral.
Past exam of the year 2 of the earth sciences (geology) course of the University of Oxford 2025 Paper 3 10 d Solution by
Codex 0 2026-10-25
The stability boundary in a mineral activity diagram requires the two coexisting minerals to be stable against the third. For the forward dissolution directions of (I) and (II),A negative value favours corundum over the corresponding silicate mineral. For (III),so low silica activity favours nepheline over albite, and high silica activity favours albite. Combining these comparisons gives the stable portions:
The opposite extension of each line is metastable because the third mineral has lower thermodynamic potential there. All three minerals can coexist at the intersection in this fixed-temperature, fixed-pressure activity model.
Past exam of the year 2 of the earth sciences (geology) course of the University of Oxford 2025 Paper 3 10 c Solution by
Codex 0 2026-10-25
For pure albite, pure nepheline and unit water activity, . Consequentlya vertical line through the intersection of (I) and (II). It does not depend on because the net reaction has no hydrogen or sodium ions.
Past exam of the year 2 of the earth sciences (geology) course of the University of Oxford 2025 Paper 3 10 b Solution by
Codex 0 2026-10-25
Subtract reaction (I) from reaction (II), cancelling the common aqueous ions and corundum, and divide by two. Choose the albite-to-nepheline direction:This is albite plus water converting to nepheline and dissolved silica. Standard Gibbs energies of reaction add with their stoichiometric coefficients, so logarithms of equilibrium constants do too. For this single-formula normalization,The doubled reaction has , while reversing either reaction changes the sign. Specifying the direction and normalization removes that apparent ambiguity.
Past exam of the year 2 of the earth sciences (geology) course of the University of Oxford 2025 Paper 3 10 a Solution by
Codex 0 2026-10-25
Take base-ten logarithms and use dimensionless thermodynamic activities. The supplied concentration notation is interpreted in the ideal dilute-solution approximation, with a consistent reference concentration. PutWith pure solids and unit water activity, the reaction quotients are and . At chemical equilibrium, , so the two lines on the mineral activity diagram areThey have slopes and . Restricting the plotted silica activity to is compatible with their intersection,Their full straight extensions are equilibrium relations for the respective phase pairs; not every extension is a stable boundary when the third mineral is available.
Past exam of the year 2 of the earth sciences (geology) course of the University of Oxford 2025 Paper 3 1 c Solution by
Codex 0 2026-10-25
The P wave source is normally the more useful depth source for the end members and for the stated approximately 50% gas case, because the predicted exceeds , making the reservoir-top arrival easier to identify, assuming comparable source and recording quality. For a horizontal reflector and vertical two-way travel time entirely through the homogeneous cap rock,or for an identified S wave arrival, with times in seconds. The reservoir's own wave speed is not the overburden wave speed used in this conversion. Nonzero-offset data require moveout correction and an appropriate overburden velocity model; no numerical depth can be obtained without a measured time.
At approximately 50% gas, Figure 1 gives , , and –. ThusThe S wave reflector is then weak because its impedance is nearly matched to the cap rock. An exact impedance match, , gives : a reservoir top can exist without producing an observable normal-incidence S wave reflection. Rounding the 50% to would suggest exactly that cancellation, but the plotted line sits slightly higher. The continuous curve crosses the cap-rock value at a somewhat greater saturation; the coarse figure does not justify a precise percentage.
There is also a smaller-saturation P wave impedance match: changes sign between zero and modest gas saturation, so it must pass through zero. Thus neither source guarantees a detectable reflector at every saturation. Joint P wave and S wave observations help distinguish a weak impedance contrast from an absent reservoir; a slower S wave speed alone is no reason to prefer it when its reflected amplitude is near zero.
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