Browse papers
A

Section A: Long Answer Questions

Attempt all questions.

5 questions
1long10 marks

Define a mineral and explain the principal physical properties used to identify minerals in hand specimen. Using these properties, distinguish quartz from calcite and from orthoclase feldspar. Why is the silicate group so important in rock-forming geology? Briefly describe the structural classification of silicates.

Definition of a mineral

A mineral is a naturally occurring, inorganic, homogeneous solid with a definite (but not necessarily fixed) chemical composition and an ordered internal atomic (crystalline) structure. Five criteria: (i) naturally occurring, (ii) inorganic, (iii) solid, (iv) definite chemical composition, (v) ordered crystalline structure.

Principal physical properties for identification

  1. Crystal form / habit – external shape (e.g. cubic, prismatic, fibrous).
  2. Cleavage & fracture – tendency to break along planes of weakness (number and angle of cleavage directions) vs. irregular breakage (conchoidal fracture).
  3. Hardness – resistance to scratching, measured on Mohs scale (1 talc → 10 diamond).
  4. Lustre – appearance of reflected light (metallic, vitreous, pearly, resinous, dull).
  5. Colour & streak – body colour and colour of powder on a streak plate.
  6. Specific gravity – relative density.
  7. Diaphaneity – transparent, translucent, opaque.
  8. Special properties – reaction with dilute HCl, magnetism, taste, double refraction.

Distinguishing the three minerals

PropertyQuartzCalciteOrthoclase
CompositionSiO₂CaCO₃KAlSi₃O₈
Hardness (Mohs)736
CleavageNone (conchoidal fracture)Perfect rhombohedral (3 directions)Two directions ~90°
LustreVitreousVitreous–pearlyVitreous
Reaction with dilute HClNoneEffervesces vigorouslyNone
OtherNo cleavage; scratches glassDouble refraction; softOften pink/white; twinning

Key diagnostic tests: calcite effervesces with cold dilute HCl and is soft (H=3); quartz is hard (H=7) with no cleavage and conchoidal fracture; orthoclase has two cleavages at ~90° and intermediate hardness (H=6).

Importance of silicates

Silicates make up about 90–95% of the Earth's crust and are the dominant rock-forming minerals. Their stability ranges (Bowen's reaction series) control igneous crystallisation, weathering behaviour and the engineering properties of rocks.

Structural classification of silicates (based on linkage of the SiO₄ tetrahedron):

  • Nesosilicates (isolated tetrahedra) – e.g. olivine, garnet.
  • Sorosilicates (paired tetrahedra) – e.g. epidote.
  • Cyclosilicates (rings) – e.g. beryl, tourmaline.
  • Inosilicates (chains) – single chain: pyroxenes; double chain: amphiboles.
  • Phyllosilicates (sheets) – e.g. micas, clays.
  • Tectosilicates (3-D frameworks) – e.g. quartz, feldspars.

As sharing of oxygen atoms increases from nesosilicates to tectosilicates, the Si:O ratio rises and resistance to weathering generally increases.

mineralsphysical-propertiessilicates
2long10 marks

Define dip, strike, apparent dip and true dip of a planar geological structure. A sedimentary bed has a true dip of 40°40°. Calculate the apparent dip measured along a vertical cut whose trend makes an angle of 45°45° with the strike of the bed. State the governing relation. What would the apparent dip be in a section taken (a) along the strike and (b) along the true-dip direction?

Definitions

  • Strike: the trend (compass bearing) of the horizontal line formed by the intersection of an inclined plane with a horizontal plane.
  • True dip: the maximum angle of inclination of the plane measured in a vertical plane perpendicular to the strike.
  • Dip direction: the horizontal direction of the steepest descent, at right angles to strike.
  • Apparent dip: the inclination of the plane measured in any vertical section that is not perpendicular to the strike. It is always less than or equal to the true dip.

Governing relation

tan(δa)=tan(δ)sin(β)\tan(\delta_a) = \tan(\delta)\,\sin(\beta)

where δ\delta = true dip, δa\delta_a = apparent dip, and β\beta = angle between the section line (trend) and the strike.

Given: δ=40°\delta = 40°, β=45°\beta = 45°.

tan(δa)=tan(40°)×sin(45°)\tan(\delta_a) = \tan(40°)\times\sin(45°) =0.83910×0.70711=0.59333= 0.83910 \times 0.70711 = 0.59333 δa=arctan(0.59333)=30.68°\delta_a = \arctan(0.59333) = 30.68°

Apparent dip along the 45°45° section = 30.7° (approximately 30°41′).

(a) Section along the strike (β=0°\beta = 0°):

tan(δa)=tan(40°)×sin(0°)=0δa=0°\tan(\delta_a) = \tan(40°)\times\sin(0°) = 0 \Rightarrow \delta_a = 0°

The bed appears horizontal in a strike-parallel section.

(b) Section along the true-dip direction (β=90°\beta = 90°):

tan(δa)=tan(40°)×sin(90°)=tan(40°)δa=40°\tan(\delta_a) = \tan(40°)\times\sin(90°) = \tan(40°) \Rightarrow \delta_a = 40°

The apparent dip equals the true dip = 40°, as expected.

This confirms apparent dip ranges from 0° (along strike) up to the true dip 40°40° (perpendicular to strike).

geological-structuresdip-strikeapparent-dip
3long10 marks

Explain the theory of plate tectonics, identifying the three types of plate boundaries with examples. Using this framework, describe the tectonic evolution of the Himalaya from the collision of the Indian and Eurasian plates, and relate it to the seismic hazard of Nepal.

Plate tectonics

The theory states that the Earth's rigid lithosphere is broken into about a dozen major plates that move (a few cm/yr) over the weaker, ductile asthenosphere. The driving mechanism is mantle convection, aided by ridge-push and slab-pull. Plate interactions occur at boundaries and produce earthquakes, volcanism and mountain building. The theory unifies continental drift (Wegener) and sea-floor spreading (Hess).

Three types of plate boundaries

  1. Divergent (constructive) – plates move apart; new lithosphere forms. Example: Mid-Atlantic Ridge; East African Rift.
  2. Convergent (destructive) – plates move together. Sub-types: ocean–ocean (island arcs, e.g. Japan), ocean–continent (Andes-type subduction), continent–continent (collision, e.g. Himalaya).
  3. Transform (conservative) – plates slide past each other; lithosphere neither created nor destroyed. Example: San Andreas Fault.

Tectonic evolution of the Himalaya

  • About 180 Ma ago India separated from Gondwanaland and drifted northward across the Tethys Ocean.
  • Tethyan oceanic lithosphere was subducted beneath the Eurasian plate; the ocean progressively closed.
  • Around 55–50 Ma, India collided with Eurasia (continent–continent collision). Because continental crust is buoyant, instead of subducting it caused crustal shortening, stacking and uplift.
  • Continued northward push (~4–5 cm/yr) produced the Himalaya through a series of south-verging thrust faults, dividing Nepal into tectonic zones bounded by:
    • MFT (Main Frontal Thrust) – southernmost, active boundary with the Terai.
    • MBT (Main Boundary Thrust) – separates Siwaliks from Lesser Himalaya.
    • MCT (Main Central Thrust) – separates Lesser from Higher Himalaya.
    • STDS/SHFZ – South Tibetan Detachment in the north.
  • The Indian plate underthrusts Nepal along the gently dipping Main Himalayan Thrust (MHT).

Relation to seismic hazard of Nepal

Nepal lies on this active collision zone where strain accumulates on the locked MHT and is released as great earthquakes. The 1934 Bihar–Nepal (M~8.0) and the 2015 Gorkha (Mw 7.8) earthquakes both ruptured the MHT. Implications:

  • Nepal is in a high seismic-hazard zone; recurrence of M≥8 events is a real threat.
  • Engineering structures must follow seismic-resistant design codes (NBC).
  • Site selection must consider faults, ground amplification in valley sediments (e.g. Kathmandu basin) and slope stability under seismic loading.
plate-tectonicsgeology-of-nepalhimalaya
4long10 marks

Distinguish between physical (mechanical) and chemical weathering, describing at least three processes of each. In a vertical borehole through fractured rock, a 2.0 m core run was recovered. The lengths of intact core pieces (sound rock, measured between natural fractures) were:

25, 8, 14, 11, 6, 18, 22, 9, 12, 35 (all in cm).25,\ 8,\ 14,\ 11,\ 6,\ 18,\ 22,\ 9,\ 12,\ 35\ \text{(all in cm)}.

The total length of recovered core was 170 cm. Compute the core recovery (%) and the Rock Quality Designation (RQD) and classify the rock-mass quality.

Physical (mechanical) weathering – disintegration of rock into smaller fragments without change in chemical composition. Processes:

  1. Frost wedging / freeze–thaw – water freezes in cracks, expands ~9%, prying rock apart.
  2. Thermal expansion–contraction (insolation) – diurnal heating/cooling causes differential expansion and exfoliation.
  3. Unloading / pressure release – removal of overburden causes sheeting joints.
  4. Biological / root wedging and salt crystallisation.

Chemical weathering – decomposition involving chemical change of minerals to new, more stable products. Processes:

  1. Hydrolysis – feldspars react with water/CO₂ to form clay minerals (e.g. kaolinite).
  2. Oxidation – Fe-bearing minerals react with oxygen (rust-coloured limonite/hematite).
  3. Carbonation / solution – CO₂ + water forms carbonic acid that dissolves limestone (karst).
  4. Hydration – water absorbed into mineral structure (anhydrite → gypsum).

Numerical solution

Core recovery:

Core recovery=total recovered coretotal core run×100=170200×100=85%\text{Core recovery} = \frac{\text{total recovered core}}{\text{total core run}}\times 100 = \frac{170}{200}\times 100 = \mathbf{85\%}

RQD uses only intact pieces ≥ 10 cm long.

Pieces: 25, 8, 14, 11, 6, 18, 22, 9, 12, 35 (cm). Pieces ≥ 10 cm: 25, 14, 11, 18, 22, 12, 35 (the 8, 6, 9 cm pieces are excluded).

Sum of pieces ≥ 10 cm:

25+14+11+18+22+12+35=137 cm25+14+11+18+22+12+35 = 137\ \text{cm} RQD=(intact pieces10cm)total core run length×100=137200×100=68.5%\text{RQD} = \frac{\sum(\text{intact pieces}\ge 10\text{cm})}{\text{total core run length}}\times 100 = \frac{137}{200}\times 100 = \mathbf{68.5\%}

Classification (Deere's RQD chart):

RQD (%)Rock quality
0–25Very poor
25–50Poor
50–75Fair
75–90Good
90–100Excellent

RQD = 68.5% falls in the 50–75% band, so the rock-mass quality is FAIR.

Answers: Core recovery = 85%, RQD = 68.5% → Fair rock mass.

weatheringrock-massrqd
5long10 marks

Define geomorphology and explain the concept of the river (fluvial) cycle of erosion with its youth, mature and old stages. Describe the characteristic erosional and depositional landforms of a river and explain the engineering significance of fluvial processes for bridge, dam and highway siting in Nepal.

Geomorphology is the scientific study of landforms, their origin, evolution, form and the processes (endogenic and exogenic) that shape the Earth's surface.

Fluvial (river) cycle of erosion (Davisian concept) – an uplifted land surface is progressively worn down by a river toward base level, passing through three stages:

  1. Youth stage – steep gradient, rapid vertical (downcutting) erosion. Narrow V-shaped valleys, waterfalls, rapids, gorges, potholes; few tributaries.
  2. Mature stage – gradient lower, lateral erosion dominates. Valley widens, meanders develop, floodplains begin to form; well-integrated drainage.
  3. Old stage – very gentle gradient near base level; deposition dominates. Broad floodplains, large meanders, ox-bow lakes, natural levees, deltas.

Characteristic landforms

Erosional: V-shaped valley, gorge/canyon, waterfall, rapids, potholes, river terraces, incised meanders.

Depositional: alluvial fan (mountain front, common in Nepal's Bhabar zone), point bar, natural levee, floodplain, ox-bow lake, braided channel deposits, delta.

Engineering significance for siting in Nepal

  • Bridges: Site at stable, narrow, straight reaches with firm rock; avoid meander bends (bank erosion) and zones of active scour. Foundation depth must exceed maximum scour depth.
  • Dams: Need a narrow gorge (youthful reach) for an economical wall and a watertight, competent rock foundation; assess sediment load (reservoir siltation is severe on Himalayan rivers) and reservoir-rim stability.
  • Highways: Avoid actively eroding outer banks and unstable terrace edges; provide adequate cross-drainage, culverts and bank protection (gabions, spurs) in the Terai and valley reaches; beware of debris-flow alluvial fans.
  • General: understanding aggradation/degradation, flooding and channel migration is essential because Himalayan rivers carry high sediment and have flashy, monsoon-driven discharge.
geomorphologyriversfluvial-landforms
B

Section B: Short Answer Questions

Attempt all questions.

6 questions
6short5 marks

Define a fold. With neat sketches, describe the parts of a fold and classify folds into anticline, syncline, symmetrical, asymmetrical, overturned and recumbent types.

Fold: a wave-like bend or flexure in originally planar rock layers produced by compressive (ductile) deformation.

Parts of a fold

   limb        AXIAL PLANE        limb
      \           |              /
       \        crest           /
   _____\______ /\ ____________/______  <- a folded bed
              /    \
         hinge      hinge line (axis)
  • Limbs: the two sides (flanks) of the fold.
  • Hinge / axis: line of maximum curvature.
  • Axial plane: surface containing the hinge lines, dividing the fold symmetrically.
  • Crest & trough: highest and lowest points of the folded surface.
  • Plunge: inclination of the fold axis from horizontal.

Classification

  • Anticline: up-arched fold; oldest beds in the core; limbs dip away from the axis.
  • Syncline: down-warped (trough) fold; youngest beds in the core; limbs dip toward the axis.
  • Symmetrical: axial plane vertical; both limbs dip equally in opposite directions.
  • Asymmetrical: axial plane inclined; limbs dip at different angles.
  • Overturned: axial plane strongly inclined; both limbs dip in the same direction (one limb is inverted).
  • Recumbent: axial plane nearly horizontal; fold is lying on its side.
foldsgeological-structures
7short5 marks

What is a fault? Define the terms hanging wall, footwall, fault plane, throw and heave. Distinguish between normal, reverse and strike-slip faults and state the stress regime responsible for each.

Fault: a fracture or zone of fractures in rock along which there has been appreciable displacement (relative movement) of the two blocks parallel to the fracture surface.

Terms

  • Fault plane: the surface along which displacement occurs.
  • Hanging wall: the block lying above the inclined fault plane.
  • Footwall: the block lying below the fault plane.
  • Throw: the vertical component of the displacement (dip-slip).
  • Heave: the horizontal component of the displacement measured perpendicular to strike.
   hanging wall
        \  fault plane
   ______\
   |throw \______
   |......|  footwall
    heave

Types of fault and stress regime

Fault typeRelative movementStress regime
NormalHanging wall moves down relative to footwallExtension (tension) — crustal stretching
Reverse / ThrustHanging wall moves up relative to footwall (thrust = low-angle <45°)Compression — crustal shortening (e.g. MCT, MBT in Nepal)
Strike-slip (transcurrent)Horizontal movement parallel to strike (dextral/sinistral)Shear — couple of horizontal stresses

The Himalayan thrusts (MFT, MBT, MCT) are reverse/thrust faults formed by compression from the India–Eurasia collision.

faultsgeological-structures
8short5 marks

Explain the rock cycle with a labelled diagram, and classify rocks into igneous, sedimentary and metamorphic types giving the mode of formation and two examples of each.

Rock cycle

The rock cycle describes the continuous transformation of rock among the three major types through geological processes (melting, cooling, weathering, erosion, deposition, lithification, metamorphism, uplift).

            melting
   MAGMA  <----------  (any rock)
     |                      ^
 cooling/                   | melting
 crystallisation           |
     v          heat &      |
  IGNEOUS  --pressure--> METAMORPHIC
     |                      ^
 weathering,                | heat & pressure
 erosion,                   |
 transport,            SEDIMENTARY
 deposition  ----compaction & ----
            cementation (lithification)

Classification

  1. Igneous rocks – formed by cooling and solidification of magma/lava.

    • Intrusive (plutonic): slow cooling, coarse-grained — e.g. granite.
    • Extrusive (volcanic): rapid cooling, fine-grained — e.g. basalt.
  2. Sedimentary rocks – formed by weathering, transport, deposition and lithification of sediments (or chemical/organic precipitation).

    • Clastic: sandstone; Chemical/organic: limestone.
  3. Metamorphic rocks – formed by transformation of pre-existing rocks under heat and/or pressure in the solid state.

    • From limestone → marble; from shale → slate (or gneiss from granite).

These transformations are reversible and continuous, illustrating that no rock is permanent.

rocksrock-cyclerock-classification
9short5 marks

Describe the physiographic / geological subdivisions of Nepal from south to north, naming the major boundary thrusts that separate them and giving one characteristic rock type or feature of each zone.

Nepal is divided, from south to north, into five major tectonic/geological zones bounded by north-dipping thrust faults:

Zone (S → N)Bounding thrust (top)Characteristic features / rocks
1. Terai (Gangetic Plain)— (south of MFT)Recent alluvium; flat plain; productive aquifers
2. Siwaliks (Sub-Himalaya)MFT at base, MBT at topYoung molasse: mudstone, sandstone, conglomerate; fragile, landslide-prone
3. Lesser Himalaya (Mahabharat)MBT at base, MCT at topLow-grade metasediments: slate, phyllite, quartzite, limestone (dolomite)
4. Higher (Greater) HimalayaMCT at base, STDS at topHigh-grade gneiss, schist, migmatite; highest peaks (Everest)
5. Tibetan-Tethys Himalayaabove STDSFossiliferous Tethyan marine sediments (limestone, shale); north of main peaks

Major boundary thrusts (south → north):

  • MFT – Main Frontal Thrust (Terai / Siwalik boundary; presently active).
  • MBT – Main Boundary Thrust (Siwalik / Lesser Himalaya).
  • MCT – Main Central Thrust (Lesser / Higher Himalaya).
  • STDS – South Tibetan Detachment System (Higher Himalaya / Tethys; a normal-sense detachment).

This zonation reflects the southward propagation of thrusting during the ongoing India–Eurasia collision.

geology-of-nepaltectonic-zones
10short5 marks

Define a joint and distinguish joints from faults. Classify joints by origin and by geometry (relative to bedding). A joint set has an average spacing such that 18 joints are intersected over a scanline length of 12.0 m drawn perpendicular to the set. Compute the mean joint spacing and the volumetric joint frequency contribution of this single set, and comment on its effect on rock-mass quality.

Joint: a fracture or crack in rock along which there has been no appreciable displacement (negligible movement) of the two sides. (Contrast: a fault shows appreciable relative displacement along the fracture.)

Classification by origin

  • Tension joints – formed by tensile stress (e.g. due to folding, cooling).
  • Shear joints – formed by shear stress; often conjugate sets.
  • Cooling joints – contraction during cooling of lava (columnar joints in basalt).
  • Sheeting (unloading) joints – pressure release / exfoliation.

Classification by geometry (relative to bedding/strike)

  • Strike joints – parallel to the strike of beds.
  • Dip joints – parallel to the dip direction.
  • Oblique (diagonal) joints – at an angle to strike and dip.
  • Bedding joints – parallel to bedding planes.

Numerical solution

Mean joint spacing for the set, measured along a scanline perpendicular to the set:

s=scanline lengthnumber of joints=12.0 m18=0.667 ms = \frac{\text{scanline length}}{\text{number of joints}} = \frac{12.0\ \text{m}}{18} = 0.667\ \text{m}

Mean joint spacing ≈ 0.67 m (667 mm).

The joint frequency (number per metre) for this set, which is its contribution to the volumetric joint count JvJ_v:

λ=1s=1812.0=1.5 joints/m\lambda = \frac{1}{s} = \frac{18}{12.0} = 1.5\ \text{joints/m}

Contribution to JvJ_v = 1.5 joints/m.

Comment: A spacing of ~0.67 m falls in the 'moderately wide / widely spaced' range (ISRM: 0.2–0.6 m = moderate; 0.6–2 m = wide). A frequency of only 1.5 joints/m from this set indicates relatively low fracturing, favouring good rock-mass quality (higher RQD, higher strength and lower permeability). If additional sets were present, the total JvJ_v would rise and rock-mass quality would decrease.

jointsgeological-structuresrock-mass
11short5 marks

Write short notes on any two of the following: (a) Glacial landforms (erosional and depositional); (b) Mass wasting / landslides and their causes; (c) Karst topography.

(Answer any two; all three given here.)

(a) Glacial landforms

Glaciers erode and deposit material as they flow.

  • Erosional landforms: cirque (armchair hollow), arête (sharp ridge), horn (pyramidal peak, e.g. Matterhorn-type), U-shaped valley, hanging valley, roche moutonnée, striations.
  • Depositional landforms: moraines (lateral, medial, terminal, ground), drumlins (streamlined hills), eskers (sinuous ridges), outwash plain, erratics. In Nepal, glacial moraines dam glacial lakes that pose a GLOF (Glacial Lake Outburst Flood) hazard.

(b) Mass wasting / landslides

Mass wasting is the down-slope movement of rock, soil and debris under gravity. Types: falls, topples, slides (rotational/translational), flows (debris/earth flow), creep.

Causes:

  • Increased shear stress: steepening of slopes, undercutting by rivers, loading, earthquakes.
  • Reduced shear strength: water saturation (high pore pressure), weathering, weak bedding/joint planes dipping out of slope, deforestation.
  • Triggers in Nepal: intense monsoon rainfall and seismic shaking (e.g. 2015 earthquake-induced landslides).

(c) Karst topography

Landscape developed by chemical solution (carbonation) of soluble rocks, mainly limestone/dolomite, by slightly acidic water. Features:

  • Surface: sinkholes (dolines), karren/lapies, disappearing streams, dry valleys, poljes.
  • Subsurface: caves, caverns with stalactites (ceiling) and stalagmites (floor), underground drainage.
  • Engineering concern: ground subsidence, collapse, leakage from reservoirs founded on karstic limestone, and difficult foundation conditions.
geomorphologyglaciersmass-wasting

Frequently asked questions

Where can I find the BE Civil Engineering (IOE, TU) Engineering Geology I (IOE, CE 552) question paper 2076?
The full BE Civil Engineering (IOE, TU) Engineering Geology I (IOE, CE 552) 2076 (regular) question paper is available free on Kekkei. You can read every question online and attempt the paper under timed exam conditions.
Does the Engineering Geology I (IOE, CE 552) 2076 paper come with solutions?
Yes. Every question on this Engineering Geology I (IOE, CE 552) past paper includes a step-by-step solution, plus instant AI feedback when you attempt it on Kekkei.
How many marks is the BE Civil Engineering (IOE, TU) Engineering Geology I (IOE, CE 552) 2076 paper?
The BE Civil Engineering (IOE, TU) Engineering Geology I (IOE, CE 552) 2076 paper carries 80 full marks and is meant to be completed in 180 minutes, across 11 questions.
Is practising this Engineering Geology I (IOE, CE 552) past paper free?
Yes — reading and attempting this Engineering Geology I (IOE, CE 552) past paper on Kekkei is completely free.