INDOT’s Geotechnical Services Section has recently implemented a slide ArcGIS Collector app to provide a systematic approach to collecting and managing unsafe or failed slopes/embankments needed for decision making. A brief background in Indiana landslide geology will be given, then we will review the process of how to inventory slopes through the Collector app and identify potentially hazardous slopes. The session will end with a discussion of current engineering practices INDOT is using to correct landslides

Franzino, Joey

Leffel, Victoria

English

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Assessing Slope InstabilitiesVictoria Leffel & Joey Franzino• Today’s Presentation: Slope instability and landslide terms will be used interchangeably• Landslide: downward and outward movement of slope-forming materials composed of natural rocks, soils, or combination of these materials • Landslides can be further classified  by types of movement• Landslides are under the influence of geologic, topographic, or climatic factorsSlope Stability and Landslides• Landslides are a common occurrence within highway embankments and cut slopes throughout southern Indiana.• Stabilizing existing landslides is very expensive.• Persistent maintenance needs can also be very costly. • Landslides are very dynamic, sometimes changing through the design process. They also have the potential of creating change orders during the construction process.• Serious landslides have the potential to cause loss of life, injury, and property damage. Such landslides are a cause for emergency repairs.Landslide Project CostsIndiana’s TopographyGray (2000)• Topography: Shape and features of land surfaces• Physiographic regions: Areas of similar geologic structure and geomorphic history. Contain similar landforms.Overview of Indiana Geology• Glacial advances dissect the northern and southern half of Indiana• Glacial till deposits can be hundreds of feet thick in the northern half of the state• Residual soil is the dominant unconsolidated deposit beyond the glacial advance, this is limited to the southern half of Indiana• Depth to bedrock is shallower in the southern half of Indiana, typically less than 50 feet• Map: Solid gray line is the Wisconsin Glacial Limits(50,000 years ago) and dotted line is Illinoian Glacial Limits(300,000 to 140,000 years ago)Indiana Map (2019)Indiana Rock Types:• Shale, Sandstone, Mudstone, Coal, Limestone, Siltstone, and DolomiteLandslide Prone Rock Types: • Shale and thinly bedded/ alternating rocksLandslide Prone Rock Formations:• Kope, Buffalo Wallow, Stephensport, Sanders, West Baden, Dillsboro, Blue River, Patoka, Shelburn, and Raccoon CreekIndiana BedrockIndiana Geologic Survey (2019)• Mapped landslides are relative to Indiana’s highway network• Landslides occur in two primary clusters-South Central and Southeastern• Limited number in Southwest due to cut slope failures• Landslides in Indiana are a function of both topography and bedrock geology• The data mapped is a collection of Seymour & Vincennes GIS data, 1999 JTRP report, and Geotechnical Services data• Map- Black dots represent historical data and red dots are 2018 active slidesIndiana Bedrock Geology & LandslidesDots- INDOT GIS data (2018). Bedrock information- Indiana Map(2018)• Water or poor drainage• Slope is too steep (for height)• Creek at the toe of the slope• Groundwater at soil-rock interface• Sloping Bedrock• Engineering of Fill• Failed internal/adjacent drainage structures• Poor soils in natural ground• Loading from traffic or slopes above the road• Earthquake or other natural disasterCommon Causes of LandslidesUS 52. Franklin County, IndianaIn relation to highway construction:• Constructed highway embankments• Cut slopes • Unvegetated slopes• Slopes 2:1 or steeper• Stream banksPotentially Hazardous Slopes SR 445. Greene County, IndianaEmbankments:• Poor compaction• Embankment material containing large fragments of broken up shale material• Shale can degrade from a hard mass to a fine-grained mass of soil causing settlement in embankmentsCut Slopes:• Thinly layered bedrock(alternating between shale and limestone)• Sometimes slopes are designed/constructed too steep for soil type – Right of Way/Environmental ConstraintsEngineered SlopesI-69. Monroe County, Indiana(2019)• Failures can be hydraulic, geotechnical, or a combination of both.• Meandering streams typically have erosion occurring on the outsides of meanders. Undercutting causes slope failures to occur.• Typically we see failures after flood events when the water levels return to normal conditions - Rapid Drawdown.Stream Bank ErosionINDOT ArcGIS Online Map (2018)Stream Bank Failure - SR 111 Floyd CountyMarch 28, 2018 May 15, 2018Not limited to, but can include:• Headscarps• Toe bulges• Tension cracks in pavement or slope• Hummocky appearance of the slope surface• Misalignment of the guardrail• Tilting trees, J-shaped trees• Patching of the roadway surface• Water seepage on the slope• Debris blockage or poorly flowing ditches along the toe of the slope• Some of these conditions can be noted, but will not represent slope instability. Typically, when slope instability is occurring multiple characteristics are present.Common Evidence of Ground MovementUS 52. Franklin County, Indiana.• The intent of the collector app:• Help identify potential hazardous slopes• Assess relative risk• Determine a degree of monitoring required• Allow for action to be taken to minimize the risk to the public’s safety and protect the highway system• Provides a standardized way to collect data. • Users can be INDOT district personnel, geotechnical services personnel, and approved geotechnical consultants.• Map - Red lines are slides mapped by Geotechnical Consultants(2018) and Orange lines are  legacy slides mapped by Seymour DistrictSlide Collector AppINDOT Collector App Map (2018)Slide Collector App-SR 1 SR 1. Dearborn County, Indiana(2018). Earth Exploration. Vendor Drop Down Option- Please select who (Consultant/INDOT) is collecting data.Status Identified-District, Verified-Consultant, Verified-INDOT, Programmed, In-Construction, Legacy, Status is UndefinedSlope Type This field details the nature of the failing slope; is it a cut slope, embankment, or naturally existing slope.Total Slope Height (ft) The height of the total slope. Approximations are acceptable in this field. Note this is different from affected slope height.Slope Steepness This field is an approximation of the steepness of the failed slope. Typical values will be 2H:1V, 1.5H:1V, 1H:1V, etc.. Approximations are acceptable in this field as they will be later corrected with survey data.Preliminary Cause Possible cause of slope failure. List if noticeable.  Possible Solutions List potential solutions to slope failure. If applicable list a maintenance, moderate, and permanent solution.Possible Solutions Cost List potential costs relative to the potential solutions.Existing Remedial Activities This field will note any corrective action that has previously been undertaken at a site.DES INDOT DES number for slide project, if applicable.ROUTE_POST_AND_OFFSET Route post and offset of the roadway the slide is located. Slide Characteristics TableSlide Collector AppSR 1. Dearborn County, Indiana(2018). Earth Exploration. Landslide Length (ft) This measurement is the apparent length of the landslide at its longest point and parallel to the roadway.Affected Slope Height (ft) What is the overall height of the affected slope? In areas where the roadway is mid-slope of an existing natural slope this height should be measured in respect to which slope has failed. Approximations are acceptable in this field.Roadway Affected Length (ft) Measurement along the roadway detailing the length of the affected pavement.Roadway Affected Width (ft) Measurement at the widest point of the affected roadway. The measure should be made from the edge of pavement to the furthest tension crack.Pavement Lateral Displacement (in) This is a measurement in inches of the maximum lateral movement noted at any tension cracks.Pavement Vertical Displacement (in) This is a measurement of the maximum vertical movement noted at any tension cracks at the head scarp of the landslide.Potential for Additional Failure The potential for the slide to cause additional failure to the roadway based on the current status of the slide and past monitoring reports.Slide Field Notes Additional information the inspector wants to note about the slide.Slide Monitor Table• Landslides are often very dynamic• The slide monitor table is separate from the slide details to capture landslide changes in relation to pavement distress• Multiple slide monitor tables can be added• Multiple tables allow us to track pavement distress over time• A hazard rating can be assigned  to prioritize landslides based on slide monitor tablesSlide Monitor Table• The optimum time for field work for identifying slides is October through April, however, snow may also limit field activities in December through February. • The more precise the data the better.• Series of small instabilities closely associated with each other should be combined, however, slope instabilities on opposite sides of the road should be mapped separately.Inventory TipsUS 35. Howard County, IndianaIndiana State MapTypes of LandslidesCircular FailuresTypes of LandslidesCircular FailuresTypes of LandslidesCircular FailuresTypes of LandslidesCircular Progressive FailureTypes of LandslidesSliding Block FailuresTypes of LandslidesErosion FailuresCould Lead to Larger ProblemsLandslide EffectsCracks in PavementLandslide EffectsCracks in PavementUS 52. Franklin County, IndianaMost Popular Landslide Corrections1. Flatten the Slope2. Rock Backfill Correction3. Drilled Piers with Tiebacks4. Soldier Pile Wall with Tiebacks5. Reinforced Slope6. Soil Nail Wall7. Gabion WallLandslide CorrectionsFlatten the SlopeAdvantages:1. Cost effective2. Failed material can often be reused for fillDisadvantages:1. New slope has larger footprint (may require right of way)2. Road closed or partially closed for construction3. Depending on height, temporary excavation can be riskyLandslide CorrectionsFlatten the SlopeLandslide CorrectionsRock BackfillAdvantages:1. Cost effective2. Depending on analysis, existing slope steepness can generally be maintained3. Rock backfill keys into bedrock very wellDisadvantages:1. Requires hauling in rock backfill and hauling away most failed material2. Road closed or partially closed for construction3. Depending on height, temporary excavation can be riskyLandslide CorrectionsRock BackfillLandslide CorrectionsRock BackfillSR 37. Perry County, IndianaLandslide CorrectionsDrilled Piers or Soldier Piles (usually with Tiebacks)Advantages:1.  Gold standard of landslide repairs2.  Extremely robust system, there has never been a failure of this correction in Indiana3. Construction time is relatively quickDisadvantages:1.  Most costly correction in our arsenal, we use it as a last resort when nothing else is feasible2.  Not a redundant system3.  May require monitoring during construction and post constructionLandslide CorrectionsDrilled Piers or Soldier Piles (Usually with Tiebacks)Landslide CorrectionsDrilled Pier Wall with TiebacksSR 66. Spencer County, IndianaLandslide CorrectionsSoldier Pile Wall without TiebacksSR 66. Spencer County, IndianaLandslide CorrectionsReinforced SlopesAdvantages:1.  Cost effective2.  Robust system with plenty of redundancy3.  Works very well when slide is on a gently sloping bedrock surfaceDisadvantages:1.  Very labor intensive2.  Almost always requires closing the road3.  Road closure time often excessive and multiplies with height of reinforcement zoneLandslide CorrectionsReinforced Slopes (Geogrids or Geotextiles or both)Landslide CorrectionsReinforced SlopeSource: retainingsolutions.com.auLandslide CorrectionsReinforced SlopeSR 59. Parke County, IndianaLandslide CorrectionsSoil Nail WallsAdvantages:1.  Cost effective2.  Plenty of redundancy3.  Works very well when slide is on a steeply sloping bedrock surface4.  Traffic can often be maintained on a limited basis during work, and can be maintained completely during non-working hoursDisadvantages:1.  Require extra work to stabilize below the toe when rivers, creeks, or other issues can cause erosion2.  The elements which provide redundancy can also create nuisance maintenanceLandslide CorrectionsSoil Nail WallLandslide CorrectionsSoil Nail WallsSR 75. Hendricks County, IndianaLandslide CorrectionsGabion WallsAdvantages:1.  Cost effective2.  Very quick construction, minimal disturbance to trafficDisadvantages:1.  Gabion walls have about a 35 year design life as opposed to 75 years2.  Hydraulics is concerned about erosion behind these walls when they are constructed near creeksLandslide CorrectionsGabion WallsSR 1. Dearborn County, Indiana (Google Maps)• JTRP Report- Deschamps and Lange. (1998). “Landslide Remediation using Unconventional Methods”.  Indiana Department of Transportation and Purdue University.• Ohio Department of Transportation. (2013). “Manual For Landslide Inventory.”• Indiana Map-https://maps.indiana.edu• Google MapsResourcesQuestions?Contact information:• Joey Franzino, INDOT Geotechnical Engineer Email: jfranzino@indot.in.gov• Victoria Leffel, INDOT Engineering GeologistEmail: vleffel@indot.in.gov

Assessing Slope Instabilities

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Assessing Slope Instabilities

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