Emergency Landslide Mitigation & Restoration of US Hwy 441 - - - PowerPoint PPT Presentation

emergency landslide mitigation restoration of us hwy 441
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Emergency Landslide Mitigation & Restoration of US Hwy 441 - - - PowerPoint PPT Presentation

Emergency Landslide Mitigation & Restoration of US Hwy 441 - GRSM Mounir Abouzakhm, PE Mohammed Elias, Ph.D., PE Martin Hatcher, PE Federal Highway Administration Eastern Federal Lands Highways Division 2016 Geohazard in Transportation


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Emergency Landslide Mitigation & Restoration of US Hwy 441 - GRSM

Mounir Abouzakhm, PE Mohammed Elias, Ph.D., PE Martin Hatcher, PE Federal Highway Administration Eastern Federal Lands Highways Division

2016 Geohazard in Transportation Forum

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Landslide Location

Scenic road between the towns of Gatlinburg, TN & Cherokee, NC

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US Hwy 441 Landslide

  • January 16, 2013
  • Washed away a

stretch of 250 feet.

  • Triggered by heavy

rainfall (9”)

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Site Reconnaissance

January 16 - 21, 2013 EFLHD visited the site, completed the survey and initial geotechnical investigation.

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Site Reconnaissance

Abandoned road above the failed slope

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Site Reconnaissance

Snow storm following the slope failure

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Contracting Methods

 Phase I – Emergency (letter) contract  Phase II – Permanent Repair

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Phase I Contract

 Emergency (Letter) Contract  Remove debris  Establish temporary access roads  Place rock base

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Phase II Contract

 Permanent Repair  Fast and practical design  Fast Construction  Competent contractor with a proven record of

success

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Phase II Contract

 2 Step Bidding Process

– Step 1 - Request for Technical Proposals

 Released January 28, 2013  12 contractors submitted proposals  5 firms found technically acceptable

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Phase II Contract

 2 Step Bidding Process

– Step 2 – Advertisement of PS&E

 February 7, 2013 Advertisement  February 15, 2013 Bids Opened  February 20, 2013 Project Award

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Phase I – Emergency Contract

January 28, 2013 A letter contract issued to remove slide debris, construct temporary access roads and place base stone to bridge soft soils.

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Phase I – Emergency Contract

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Subsurface Conditions

Subsurface conditions exposed during Phase I construction South side West side

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Subsurface Conditions

Test pits Soil borings (24-35 ft) Test pit

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Subsurface Conditions

Borings drilled at the top and bottom of failed slope Bottom Boring Top Boring

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Subsurface Conditions

Cobbles & boulders (fill)

Bottom Boring

Residual soils/N = 12 to >50 bpf

EL 3230 EL 3195 EL 3225

Auger refusal

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Subsurface Conditions

Top Boring

Residual soils/N = 25 to >50 bpf

EL 3266 EL 3273 EL 3290 EL 3270

Sandy SILT-Silty SAND/N= 3 to 8 bpf

Auger refusal

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Typical as-built plan along NFG

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What triggered the failure?

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What triggered the failure

 Heavy rain (9”)  Steep slope  Presence of springs and surfaced runoffs  Failure of the subdrainage system

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Design Analysis

 Reinforced Soil Slope (RSS)

– Layers of geogrid and granular backfill

 Drainage System

– Subsurface Drainage – Surface Runoff

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RSS Advantages

 Fast-track construction  Simple  Offers flexible design and construction  Cost effective  Integrates well with the park landscape

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RSS Typical Cross-section

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Phase II- RSS Construction

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Phase II Construction

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Phase II Construction

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Lessons Learned

 Work with the community and respond to

their needs

 Incentives can be a powerful tool  Use of crushed stone/select granular material

(SGM)

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Respond to the community needs

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Incentives

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Use of Crushed Stone/SGM

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Highway 441 Landslide 90 DAYS – Landslide to Repair