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Chapter
Apr 26, 2012

Reinforced Soil Slope (RSS) Failure and Reconstruction: US 70 Design-Build Project, Ruidoso to Riverside, New Mexico

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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Published In

Go to Contemporary Topics in Ground Modification, Problem Soils, and
                Geo-Support
Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support
Pages: 361 - 368

History

Published online: Apr 26, 2012

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Affiliations

Elizabeth M. Smith [email protected]
P.E., G.E.
M.ASCE
Principal, National Transportation Manager, Terracon Consultants, Inc., 5307 Industrial Oaks Blvd., Austin, TX 78735. E-mail: [email protected]
Brendan R. Fisher [email protected]
P.E.
M.ASCE
Principal, Fisher & Strickler Rock Engineering, LLC, 38579 SE River St., Suite 9, Snoqualmie, Washington, 98056. E-mail: [email protected]

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