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Problems of Lesser Himalaya with mitigation
Short answer
The Lesser Himalaya faces landslides, rock fall, weak foliated rocks, karst cavities, and seismic hazards. Mitigation includes gentle cut slopes, retaining structures, drainage, rock bolts, shotcrete, bio-engineering, grouting, and earthquake-resistant design.
Describe the major engineering geological problems of the Lesser Himalaya zone with their mitigation measures.
The Lesser Himalaya lies between the MBT in the south and the MCT in the north. It is made of phyllite, slate, schist, quartzite, limestone, dolomite and some granite, and is intensely folded and faulted.
Major problems and mitigation
| Problem | Cause | Mitigation |
|---|---|---|
| Landslides and slope failure | Weak phyllite, schist, steep slope, heavy monsoon rain, road cutting | Gentle cut slopes, retaining walls, gabions, breast walls, bio-engineering, benching |
| Rock fall and toppling | Closely jointed hard rocks (quartzite, dolomite) | Rock bolts, wire mesh, shotcrete, catch ditches |
| Weak rocks in foundations and tunnels | Phyllite, slate, schist have foliation and low shear strength; squeezing | Proper support (steel ribs, rock bolts, shotcrete); alignment across the strike of foliation |
| Karst / solution cavities | Limestone, dolomite | Grouting, cut-off, avoid reservoir over limestone |
| Seismic activity | Nearness of the MBT and MCT | Earthquake resistant design, avoid fault zones |
| Erosion and gully formation | Deforested slopes, residual soil | Check dams, drainage, plantation |
| High sediment | Weathered soft rock | Desanding, catchment treatment |
| Groundwater and springs drying | Fractured rock, deforestation | Recharge ponds, spring protection |
General mitigation: detailed geological mapping, good surface and sub-surface drainage, avoiding deep cuttings, slope monitoring and early warning.
✓ Answer checked by Claude Opus 5.5 (high effort)
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