Chapter
Apr 26, 2012
Reinforced Soil Slope (RSS) Failure and Reconstruction: US 70 Design-Build Project, Ruidoso to Riverside, New Mexico
Authors: Elizabeth M. Smith [email protected] and Brendan R. Fisher [email protected]Author Affiliations
Publication: Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support
Abstract
A major geotechnical slope failure occurred at Sta. 1663 on the US 70 Design-Build project in New Mexico a year after construction. The 1663 reinforced soil slope was 7.6 m (25 ft.) high and constructed at 0.5H:1V. A slope stability-type failure occurred, with movement associated only with severe rain storms. This case history study will describe the project site conditions, design methods, failure monitoring and analysis, and reconstruction of the RSS. The authors were involved in all aspects of design, construction, forensic evaluations, reconstruction, and claims resolution. The failure is notable because following reconstruction, the contractor was successful in a dispute claim based upon differing site conditions. This paper describes the range of project evolution from design, failure monitoring, forensic evalutions, and reconstruction, to the dispute resolution process and findings.
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© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Case studies
- Construction engineering
- Construction management
- Design-build
- Engineering fundamentals
- Failure analysis
- Forensic engineering
- Geomechanics
- Geotechnical engineering
- Methodology (by type)
- Project management
- Research methods (by type)
- Slope stability
- Slopes
- Soil dynamics
- Soil mechanics
- Soil stabilization
- Structural engineering
Authors
Affiliations
Principal, National Transportation Manager, Terracon Consultants, Inc., 5307 Industrial Oaks Blvd., Austin, TX 78735. E-mail: [email protected]
Principal, Fisher & Strickler Rock Engineering, LLC, 38579 SE River St., Suite 9, Snoqualmie, Washington, 98056. E-mail: [email protected]
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