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Slope Management in Hill Roads and Landslides

Slope Management in Hill Roads and Landslides

Slope Management in Hill Roads and Landslides

Hill Slopes across Highways – Classification

  • A) Based on height
  • B) Based on slope inclination & presence of overhangs
  • C) Based on Geological classifications

Definition of Hill Slopes across Highways

  • Convex slope segments – commonly occur in upper parts of soil mantled slopes, near drainage divide
  • Straight slope segments – dominated by mass movement processes
  • Talus slopes – debris piles up to characteristic angle of repose; adjusts by movement when new debris is added
  • Concave slopes – common where overland-flow runoff transports sediment from upper slopes
  • Virgin slopes
  • Highway cut slopes
  • Manmade slopes

Components of Hill Slope across Highways

Geological, Geomorphological, Geohydrological, Geotechnical, Ecological/Environmental Interactions and Interrelationships between Slope Components

Investigations of Hill Slopes & Processes

Landslide illustration

Geological Investigations – Type of material, structures

Identification of material:

A) Soil Strata

  • Sandy soil
  • Clayey soil
  • Residual soil
  • Talus
  • Colluvium
  • Moraines, glacial
  • Alluvium, Loess
Colluvium example

B) Rocky Strata

  • Type of Rock
  • Weathering extent
  • Joint pattern, Joints, Faults, Folds, Fractures

C) Mixed Strata

  • Mix of soil + boulders
  • Properties and classification

Geomorphological Investigations

Type of slope, steepness and various features on the slope

Micro and macro features of morphology:

  • Erosion of slope
  • Presence of streams
  • Presence of waterfalls
  • Presence of vegetation
  • Extent of Erosion
  • Piping phenomenon

Geohydrological Investigations

  • Drainage network, springs, Rivers etc.
  • Surface and Sub-surface Drainage Investigations
  • Watershed Management

Geotechnical Investigations

Strength properties of the material

Seismic Refraction Tomography (SRT): Utilizes refraction of seismic waves on geologic layers to characterize subsurface conditions and geologic structure. Shots at surface, recordings via geophones.

Natural Phenomena that can Trigger Landslides

  • Earthquakes, volcanic eruptions, seismic shaking
  • Intense rainfall, rapid snowmelt, glacier melting, changes in water level
  • Stream/coastal erosion and natural dam failure
  • Rising groundwater or increase of pore water pressure
  • Undercutting of cliffs and banks by water erosion (tidal waves)
  • Anthropogenic action

Highway Hill Slope Vulnerability and Risk Assessment

  • Highway hill slope rating system
  • Rating criteria for identification and classification of highway slopes
  • Suitability/vulnerability and potential for hill slope failure
  • Zonation of slopes – based on vulnerability classes (methods & applications)

Identification / Estimation / Calculation of Risk due to Vulnerable Highway Hill Slopes

Terrain / Slope Inventory

  • Man-made slopes
  • Natural slopes
    • Rock slopes Rock slope
    • Debris slopes / Block Slopes Block failure
    • Soil slopes Soil slopes
    • Composite slopes
    • Bedding controlled slopes

Important Factors / Features

  • Geology – Discontinuities, Shear zones, Faults, Slickensides, Weak materials, Colluvium, Alluvium, Ancient landslide
  • Slope morphology, Drainage morphology, Vegetation type, Slide type
  • Micro features: Cracks/fractures/subsidence, Sinking/cavities, Bulging, Deformed ground, Break in slope, Hummocky ground
  • Hydrology: Slope hydrology, Catchment, Ephemeral drainage, Topography vs Drainage flow, Scouring/Erosion Toe erosion due to high stream runoff
  • Geohydrology: Perched groundwater flow, Water table, Streams/springs
  • Landslides: Active/dormant, Debris flow Debris flow, Rockfall, Slumps, Slides, Subsidence
  • Infrastructure: National Highway, SH-MDR-VR, Railways, Irrigation Canals, Dams etc.

Highway Hill Slope Protection Structures (Construction & Maintenance)

Stabilization of Slopes

  • Excavation at Top of Slope
  • General Flattening of Slope
  • Benching of Slope
  • Complete Removal of Unstable Mass
  • Earth Fill / Rock or Gravel Fill at Toe of Slope
  • Replacing Existing Soil with Low density material e.g. Geofoam
  • Application of Geosynthetics

Selection of Structures for Protection

  • Debris Arrestors
  • Retaining Wall (PCC wall section Calculator)
  • Rock and Earth Fill Buttress at Toe
  • Cribs or Gravity Retaining Wall
  • Breast Wall, Toe Wall
  • Pile Walls
  • Benching, Filter beds, Easing of Slopes
  • Bitumen/Asphalt mulching, Chutes and Sloping Aprons, Turfing
  • Caisson Toe of Slope
  • Barriers at Toe anchored by Tie-Back Method
  • Increase of Shear Strength: Soil Cementation, Freezing, Electro-Osmosis
  • Compaction, Rock Bolting, Blasting at Toe

Note: Maintenance of slope protection structures is equally important.

Drainage System (detailed article)

Attributes / Factors for Slope Management Inventory

  • A – Location
  • B – Age of cutting
  • C – Type of slope
  • D – Mode of failure
  • E – Type of lithology
  • F – Thickness of soil/debris on affected slopes
  • G – Thickness of overburden
  • H – Vegetation on affected slope
  • I – Vegetation above / beyond affected slope
  • J – Height of cutting
  • K – Slope of cutting
  • L – Cut slope angle vs. Uphill natural slope
  • M – Water conditions
  • N – Deformation characteristics (cracks/subsidence/failure)
  • O – Joint sets
  • P – RMR (rock slope)
  • Q – Direction of bedding plane / foliation
  • R – Natural Drainage Preservation
  • S – Type of Road (Expressway, NH, SH, MDR, ODR, VR, NP etc.)
  • T – Number of Road
  • U – Chainage of Landslide location

Brief List of Remedial Measures for Unstable Slope

Modification of Slope Geometry

  • Removing material from driving area (with possible lightweight fill substitution)
  • Adding material to maintaining area (counterweight berm/fill)
  • Reducing general slope angle

Drainage

  • Surface drains to divert water
  • Shallow/deep trench drains with free-draining geomaterials
  • Buttress counterforts (hydrological effect)
  • Vertical boreholes (pumping / self-draining)
  • Sub-horizontal / sub-vertical boreholes
  • Drainage tunnels, galleries, adits
  • Vacuum dewatering, Siphoning, Electro-osmotic dewatering
  • Vegetation planting (hydrological effect)

Retaining Structures

  • Gravity retaining walls, Crib-block walls, Gabion walls
  • Passive piles, piers, caissons
  • Cast-in-situ reinforced concrete walls
  • Reinforced earth structures (strip/sheet – polymer/metallic)
  • Buttress counterforts (mechanical effect)
  • Retention nets, Rockfall attenuation systems (ditches, benches, fences, walls)
  • Protective rock/concrete blocks against erosion

Internal Slope Reinforcement

  • Rock bolts, Micro piles, Soil nailing, Anchors
  • Grouting, Stone/lime cement columns
  • Heat treatment, Freezing, Electro-osmotic anchors
  • Vegetation planting (root strength mechanical effect)

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