Jean-Louis Briaud, Professor and Holder of the Buchanan Chair, Zachry Dept. of
Civil Engineering, Texas A&M University, College Station, Texas, 77843-3136, USA;
Brad Smith, Project Manager, Terracon Consultants, 8901 John Carpenter Fwy.,
#100, Dallas, TX 75247, USA
Keun-Young Rhee, Keun-Young Rhee, URS Corporation, Baton Rouge, LA, 70806,
Hugh Lacy, Partner, Mueser Rutledge Consulting Engineers, 14 Penn Plaza, 225
West 34th Street 2nd Floor, New York, NY 10122-0002, USA
Jennifer Nicks, Graduate student, Zachry Dept. of Civil Engineering, Texas A&M
University, College Station, Texas, 77843-3136, USA; (
Mat Foundation, Settlement, Consolidation, Case History
Copyright © 2004-2011 Elxis sa. All rights reserved.
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The Washington Monument Case History
International Journal of Geoengineering Case Histories
Paper # IJGCH_1_3_3
ISSN # 1790-2045
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The Washington Monument was built between 1848 and 1884 in honor of George
Washington, first President of the United States of America. The Monument consists of
a 169.16 m high column with a large pyramidal foundation. It was built in two periods
straddling the Civil War. During the first period from 1848 to 1858, the foundation base
was 24.38 m square, the column was built to a height of 55.5 m and the average
pressure under the foundation reached 513 kPa. In 1879, the foundation was
underpinned and the base of the foundation became a square ring with an outside
dimension of 38.54 m and an inside dimension of 13.41 m. The column was completed
in 1884 and created an average pressure under the foundation of 465 kPa.

The original foundation rested on a medium compact sand - stiff clay mixture which was
3.76 m thick, underlain by a 8.30 m thick layer of very dense sand, gravel and clay,
followed by a 11.68 m thick layer of stiff to very stiff high plasticity blue clay resting on
decomposed Wissahickon schist. The underpinning brought the foundation level down to
the very dense sand and gravel layer. Calculations indicate that the Monument settled
about 1.3 m during the first construction period, 1848-1858. During underpinning in
1879, the measured settlement was 52 mm. During the completion of the column from
55.5 m to the full height of 169.16 m the measured settlement was an additional 63
mm. From 1884 to 1993, the Washington Monument settled an additional 55 mm in a
very linear fashion with time. This remarkable case history is described in some detail
including settlement and bearing capacity calculations which show that the
underpinning process in 1879 likely saved the Monument from serious trouble.
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