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Chapter
Apr 26, 2012

Repeated Lift-Off Testing of Single Bore Multiple Anchors for Dam Retaining Wall over a 5-Year Period

Publication: Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support

Abstract

The right downstream retaining wall of Hodenpyl Dam in Michigan had undergone significant lateral displacement due to global instability of the in situ soils. The remediation design called for installation of additional anchors bonded within a high plasticity, stiff clay layer. To increase the unit bond strength and reduce the potential for creep observed in other anchors installed at the dam, the contractor selected the Single Bore Multiple Anchor (SBMA) system with intensive, selective post grouting. The SBMA anchors have been lift-off tested four times since their installation. This paper describes the design and construction of the SBMA anchors, testing of a sacrificial SBMA anchor, lift-off testing procedures and results, and conclusions.

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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: 33 - 40

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Published online: Apr 26, 2012

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Mary Ellen C. Bruce [email protected]
P.E.
M.ASCE
President, geotechnica, s.a., Inc., P.O. Box 178, Venetia, PA. 15367. E-mail: [email protected]
Jesús Gómez, Ph.D. [email protected]
P.E.
M.ASCE
Schnabel Engineering, 510 E. Gay St., West Chester, PA. E-mail: [email protected]
Robert P. Traylor [email protected]
A.M.ASCE
Traylor LLC, 3525 Ellicott Mills Drive, Unit C, Ellicott City, MD. E-mail: [email protected]

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