TECHNICAL PAPERS
Nov 1, 2007

Three-Dimensional Responses Observed in an Internally Braced Excavation in Soft Clay

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 133, Issue 11

Abstract

Several three-dimensional effects were observed in the performance monitoring data collected during excavation for the Ford Engineering Design Center in Evanston, Illinois. The elevations of the soil around the excavation varied and the excavator removed the soil in a nonuniform excavation process, both of which contributed to the observed three-dimensional (3D) effects. This paper describes the excavation support system and subsurface conditions at the site, summarizes the construction procedures, and presents the lateral soil movements measured by inclinometers, ground-surface movements measured by an automated total station, tilt of components of an adjacent structure, and forces in internal braces. These responses are compared with expected responses from current design methods. The 3D nature of the excavation resulted in smaller movements on the side of the excavation, where the retained soil was lowest, an unexpected pattern of axial strut loads and very slight damage to an exterior wall that paralleled one of the excavation walls.

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Acknowledgments

Financial support for this work was provided by National Science Foundation Grant No. CMS-0219123 and the Infrastructure Technology Institute (ITI) of Northwestern University. The support of Dr. Richard Fragaszy, program director at NSF, and Mr. David Schulz, ITI’s director, is greatly appreciated. Dr. Paul Mayne of Georgia Institute of Technology conducted the cone-penetration tests. Special thanks to Phil Blakeman of Turner Construction, Dr. Michael Wysockey of Thatcher Engineering, Jay Baehr of Northwestern University Facilities Management, and Robert Acker of STS Consultants for granting site access and providing data. Additional assistance was provided by current and past Northwestern University graduate and undergraduate students: Jill Roboski, Terence Holman, Cecelia Rechea, Wan-Jei Cho, and Kate Sylvester.

References

Blackburn, J. T. (2005). “Automated remote sensing and three-dimensional analysis of internally braced excavations.” Ph.D., Dept. of Civil Engineering, Northwestern University, Evanston, Ill.
Blackburn, J. T., Sylvester, K., and Finno, R. J. (2005). “Observed bracing responses at the Ford Design Center excavation.” Proc., 16th Int. Conf. on Soil Mechanics and Geotechnical Engineering, ISSMGE, Osaka, Japan.
Bono, N. A., Liu, T. K., and Soydemir, C. (1992). “Performance of an internally braced slurry-diaphragm wall for excavation support.” Slurry Walls: Design, Construction, and Quality Control, ASTM Rep. No. STP 1129, D. B. Paul, R. G. Davidson, and N. J. Cavalli, eds., ASTM, Philadelphia.
Boone, S. J., and Crawford, A. M. (2000). “Temperature, elastic modulus, and strut load relationships for braced excavations.” J. Geotech. Geoenviron. Eng., 126(10), 870–881.
Burland, J. B., and Wroth, C. P. (1975). “Settlement of buildings and associated damage.” Proc. Conf. on Settlement of Structures, Pentech Press, Cambridge, 611–654.
Chew, S. H., Yong, K. Y., and Lim, A. Y. K. (1997). “Three-dimensional finite element analysis of a strutted excavation.” Proc. 9th Int. Conf. on Computer Methods and Advances in Geomechanics, Yuan J. X., ed., Balkema, Rotterdam, Wuhan, China; Balkema, Rotterdam.
Chung, C. K., and Finno, R. J. (1992). “Influence of depositional processes on the geotechnical parameters of Chicago glacial clays.” Eng. Geol. (Amsterdam), 32, 225–242.
Clough, G. W., Smith, E. M., and Sweeney, B. P. (1989). “Movement control of excavation support systems by iterative design.” Proc., Current Principles and Practices, Foundation Engineering Congress, Vol. 2, ASCE, New York, 869–884.
Finno, R. J., Atmatzidis, D. K., and Perkins, S. B. (1989). “Observed performance of a deep excavation in clay.” J. Geotech. Engrg., 115(8), 1045–1064.
Finno, R. J., and Blackburn, J. T. (2006). “Automated monitoring of supported excavations.” Proc., 13th Ann. Great Lakes Geotechnical and Geoenvironmental Engineering Conf., H. H. Titi, ed., ASCE, Reston, Va.
Finno, R. J., Blackburn, J. T., and Roboski, J. F. (2007). “Three-dimensional effects for supported excavations in clay.” J. Geotech. Geoenviron. Eng., 133(1), 30–36.
Finno, R. J., Bryson, L. S., and Calvello, M. (2002). “Performance of a stiff support system in soft clay.” J. Geotech. Geoenviron. Eng., 128(8), 660–671.
Finno, R. J., Nerby, S. M., and Atmatzidis, D. K. (1988). “Ground response to sheet pile installation in clay.” Proc., 2nd Int. Conf. on Case Histories in Geotech. Engineering, St. Louis, Mo., 1297–1301.
Finno, R. J., and Roboski, J. F. (2005). “Three-dimensional responses of a tied-back excavation through clay.” J. Geotech. Geoenviron. Eng., 131(3), 273–282.
Lee, F. H., Yong, K. Y., Quan, K. C., and Chee, K. T. (1998). “Effect of corners in strutted excavations: Field monitoring and case histories.” J. Geotech. Engrg., 124(4), 339–349.
Lin, D. G., Chung, T. C., and Phien-wej, N. (2003). “Quantitative evaluation of corner effect on deformation behavior of multistrutted deep excavation in Bangkok subsoil.” Geotech. Eng., 34(1), 41–57.
Ou, C. Y., Chiou, D. C., and Wu, T. S. (1996). “Three-dimensional finite element analysis of deep excavations.” J. Geotech. Engrg., 122(5), 337–345.
Ou, C. Y., Hsieh, P. G., and Chiou, D. C. (1993). “Characteristics of ground surface settlement during excavation.” Can. Geotech. J., 30, 758–767.
Ou, C. Y., Liao, J. T., and Cheng, W. L. (2000b). “Building response and ground movements induced by a deep excavation.” Geotechnique, 50(3), 209–220.
Ou, C. Y., Shiau, B. Y., and Wang, I. W. (2000a). “Three-dimensional deformation behavior of the Taipei National Enterprise Center (TNEC) excavation case history.” Can. Geotech. J., 37, 438–448.
Robertson, P. K., and Campanella, R. G. (1989). Guidelines for geotechnical design using the cone penetrometer test and CPT with pore pressure measurement, Hogentogler & Company, Inc., Columbia, Md.
Roboski, J. F., and Finno, R. J. (2006). “Distributions of ground movements parallel to deep excavations.” Can. Geotech. J., 43(1), 43–58.
Terzaghi, K., and Peck, R. B. (1967). Soil mechanics in engineering practice, 2nd Ed., Wiley, New York.
Wong, L. W., and Patron, B. C. (1993). “Settlements induced by deep excavations in Taipei.” Proc., 11th Southeast Asian Geotechnical Conf., S. L. Lee, K. Y. Yong, and Y. K. Chow, eds., SEAGC, Singapore, 787–791.

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 133Issue 11November 2007
Pages: 1364 - 1373

History

Received: Jun 12, 2006
Accepted: Mar 16, 2007
Published online: Nov 1, 2007
Published in print: Nov 2007

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Authors

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J. Tanner Blackburn, M.ASCE [email protected]
Geotechnical Engineer, Hayward Baker, Inc., Odenton, MD 21401. E-mail: [email protected]
Richard J. Finno, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Northwestern Univ., Evanston, IL 60208. E-mail: [email protected]

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