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Road, dam and foundation site geology

Short answer

Roads: stable slopes with strong rock, bedding dipping into hill, avoid faults and wet ground. Dams: strong massive rock, narrow valley, watertight, stable abutments. Investigation: buildings – boreholes to at least 1.5-2 times footing width, SPT, plate load tests; bridges – mapping, boreholes at piers with core drilling 3 m into sound rock, geophysics, scour study.

What are the geological considerations for selection of road and dam sites? How do you investigate the foundation site for a building and a bridge? Mention in brief.

Geological considerations for road site

  • Stable slopes with strong rock; avoid landslides, steep weak slopes, and old debris.
  • Favourable structure: beds dipping into the hill; avoid faults, shears and daylighting joints.
  • Avoid wet, swampy ground and springs; limit stream crossings; stay above flood level.
  • Materials (aggregate, borrow) along route.

Geological considerations for dam site

  • Sound, strong, massive foundation rock with low weathering; narrow valley.
  • No active faults, shear zones or highly jointed zones.
  • Watertight foundation and rim; no solution cavities.
  • Stable abutments and favourable dip (upstream); materials nearby.

Investigation of foundation site for a building

  • Desk study and surface mapping of the site.
  • Test pits and boreholes (to a depth of at least 1.5-2 times the footing width B below foundation level) to find soil/rock type, thickness, water table.
  • SPT, plate load test, soil samples for laboratory tests (bearing capacity, settlement).
  • Look for fill, soft clay, expansive soil, liquefiable sand, slope stability.

Investigation of foundation site for a bridge

  • Mapping of both banks and the river; scour and flood study.
  • Boreholes at each pier and abutment, with core drilling 3 m into sound rock; SPT in soil.
  • Geophysics (seismic refraction/resistivity) across the river.
  • Lab tests for bearing capacity and foundation depth below scour level.

✓ Answer checked by Claude Opus 5.5 (high effort)

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