Geography Optional 2017 Paper I

6.(b) Geological considerations for construction of tunnels in deformed geological terrain.

Verified Answer

Constructing tunnels in deformed geological terrains presents significant challenges due to the complex and often unpredictable nature of the rock mass. Thorough geological investigations and careful engineering considerations are paramount to ensure the stability, safety, and longevity of the tunnel. Key geological factors include:

  1. Structural Geology:

    • Folds: Tunnels crossing fold limbs or hinge zones can encounter varying rock strengths and orientations of bedding planes. Hinge zones are often highly fractured and weaker, while limbs may have bedding planes dipping unfavorably relative to the tunnel axis, leading to wedge failures or block falls.
    • Faults and Shear Zones: These are critical hazards. Faults represent zones of weakness, highly fractured and altered rock, and often contain fault gouge or breccia, which are extremely unstable. They can be conduits for groundwater, leading to water ingress and increased pore pressure. Active faults pose seismic risks. Shear zones, similar to faults, are zones of intense deformation and reduced rock mass quality.
    • Joints and Fractures: The orientation, spacing, persistence, and roughness of joint sets significantly influence rock mass stability. Unfavorable joint orientations (e.g., dipping into the tunnel excavation) can lead to block falls, wedge failures, or planar sliding. High fracture density reduces rock mass strength and increases permeability.
    • Stress Conditions: In-situ stress (virgin stress) can be high in deformed terrains, especially in mountainous regions. Tunnel excavation redistributes these stresses, potentially leading to rock bursts, squeezing ground, or excessive deformation, particularly in brittle or highly stressed rocks.
  2. Lithology and Rock Mass Properties:

    • Rock Type: The type of rock (e.g., granite, schist, shale, limestone) dictates its inherent strength, abrasiveness, and behavior under stress. Metamorphic rocks (schists, phyllites) can exhibit anisotropic behavior due to foliation, leading to stability issues. Sedimentary rocks like shales can swell or slake upon exposure to air and water.
    • Weathering and Alteration: Deformed terrains often have zones of intense weathering or hydrothermal alteration, which significantly reduce rock mass strength and increase permeability. Altered minerals (e.g., clays) can lead to swelling or squeezing ground conditions.
    • Geotechnical Classification: Systems like Rock Mass Rating (RMR), Q-system, or Geological Strength Index (GSI) are used to classify the rock mass quality, which directly influences support requirements and excavation methods.
  3. Hydrogeology:

    • Groundwater: Deformed rocks often have high secondary permeability due to fractures and faults, leading to significant groundwater inflow into tunnels. This can cause stability problems (reduced effective stress, erosion of fault gouge), construction delays, and environmental concerns (dewatering aquifers).
    • Water Pressure: High hydrostatic pressure in fractured zones can lead to sudden water bursts, increasing the risk of collapse and requiring extensive dewatering and grouting.
    • Soluble Rocks: Tunnels in karstic limestone terrains can encounter large caverns, sinkholes, and highly permeable zones, posing risks of collapse and massive water ingress.
  4. Seismicity:

    • In tectonically active deformed regions, tunnels must be designed to withstand seismic forces. This involves assessing the proximity to active faults and the potential for ground motion and fault displacement.

Mitigation and Investigation: To address these challenges, comprehensive geological and geotechnical investigations are essential, including detailed geological mapping, boreholes with core logging, geophysical surveys (seismic, electrical resistivity), hydrogeological studies, and in-situ stress measurements. During construction, real-time monitoring, flexible support systems (e.g., shotcrete, rock bolts, steel ribs), and advanced tunneling methods (e.g., New Austrian Tunneling Method - NATM) are employed to adapt to varying ground conditions and ensure safety.