TECHNICAL PAPERS
May 1, 2005

Failure Analysis of Modular-Block Reinforced-Soil Walls during Earthquakes

Publication: Journal of Performance of Constructed Facilities
Volume 19, Issue 2

Abstract

Several modular-block reinforced-soil retaining walls failed during the 1999 Ji-Ji (Chi-chi) earthquake of Taiwan. Similar walls showed distress during the 1994 Northridge, Calif., earthquake. The instability or failure of these walls offered an opportunity to validate the simplistic pseudostatic limit-equilibrium procedures. In this study, the Ta Kung Wall of the Ji-Ji earthquake is analyzed, and the Gould and Valencia Walls of the Northridge earthquake are revisited with an improved estimation of local site acceleration. The local acceleration was estimated by using simple attenuation relationships obtained through the earthquake records. The results of analysis indicate that these three walls had adequate internal stability under estimated site acceleration. The geosynthetic length was inadequate to resist compound modes of failure where the potential failure surface extends beyond the reinforced zone. The external stability was most critical in the presence of horizontal and vertical accelerations.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The material is based on work supported by the National Science Foundation (Grant No. NSFCMS-0084449) with Dr. Richard J. Fragaszy as the program director. The first writer is also supported by the NSF Career Award (NSFCMS-0092739), with Dr. Clifford J. Astill as the program director. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the National Science Foundation. The source of seismic records for the Ji-Ji and Northridge earthquakes were obtained from the Seismology Center, Central Weather Bureau (CWB) of Taiwan, and the CSMIP, respectively.

References

Bathurst, R. J., and Cai, Z. (1995). “Pseudo-static seismic analysis of geosynthetic-reinforced segmental retaining walls.” Geosynthet. Int., 2(5), 787–830.
Boore, D. M., Joyner, W. B., and Fumal, T. E. (1997). “Equations for estimating horizontal response spectra and peak acceleration from Western North American earthquakes: A summary of recent work.” Seismol. Res. Lett., 68(1), 128-153.
Collin, J. G. (1997). Design manual for segmental retaining walls, 2nd Ed., National Concrete Masonry Association, Herndon, Va.
Collin, J. G., Chouery-Curtis, V. E., and Berg, R. R. (1992). “Field observations of reinforced soil structures under seismic loading.” Proc. Int. Symp. on Earth Reinforcement, Ochiai et al., eds., Balkema, Rotterdam, The Netherlands, 223–228.
Eliahu, U., and Watt, S. (1991). “Geogrid-reinforced wall withstands earthquake.” Geotech. Fabr. Rep., 9, 8–13.
Kramer, S. L., and Paulsen, S. (2001). “Seismic performance of MSE structures in Washington State.” International Geosynthetics Engineering Forum, Taipei, Taiwan, 145–173.
Leshchinsky, D. (1999). “Putting technology to work: MSEW and ReSlope for reinforced soil structure design.” Geotech. Fabr. Rep., 17(3), 34–38.
Leshchinsky, D., Ling, H. I., and Hanks, G. (1995). “Unified design approach to geosynthetic reinforced slopes and segmental walls.” Geosynthet. Int., 2(5), 845–881.
Ling, H. I., and Leshchinsky, D. (1998). “Effects of vertical acceleration on seismic design of geosynthetic-reinforced soil structures.” Geotechnique, 48(3), 347–373.
Ling, H. I., Leshchinsky, D., and Chou, N. N. S. (2001). “Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during 1999 Ji-Ji earthquake of Taiwan.” Soil Dyn. Earthquake Eng., 21(4), 297–313.
Ling, H. I., Leshchinsky, D., and Perry, E. B. (1996). “A new concept of seismic design of geosynthetic-reinforced soil structures: Permanent displacement limit.” Earth reinforcement Ochiai et al., eds., Balkema, Rotterdam, The Netherlands, 797–802.
Ling, H. I., Leshchinsky, D., and Perry, E. B. (1997). “Seismic design and performance of geosynthetic-reinforced soil structures.” Geotechnique, 47(5), 933–952.
Ling, H. I., Leshchinsky, D., Tatsuoka, F. (2003). “Reinforced soil engineering: Advances in research and practice.” Marcel Dekker Inc., New York.
Loh, C.-H., Lee, Z.-K., Wu, T.-C., and Peng, S.-Y. (2000). “Ground motion characteristics of the Chi-Chi earthquake of 21 September 1999.” Earthquake Eng. Struct. Dyn., 29, 867–897.
Peck, R. B., Hansen, W. E., and Thornburn, T. H. (1974). Foundation engineering, Wiley, New York.
Sadigh, K., Chang, C.-Y., Egan, J. A., Makdisi, F., and Youngs, R. R. (1997). “Attenuation relationships for shallow crustal earthquakes based on California strong motion data.” Seismol. Res. Lett., 68(1), 180–189.
Sandri, D. (1997). “A summary of reinforced soil structures performance in the Greater Los Angeles area after the Northridge earthquake.” Mechanically stabilized backfill, J. T. H. Wu, ed., Balkema, Rotterdam, The Netherlands, 433–442.
Tatsuoka, F., Koseki, J., and Tateyama, M. (1997). “Performance of reinforced soil structures during the 1995 Hyogo-ken Nambu earthquake.” Earth Reinforcement, Ochiai et al., eds., Balkema, Rotterdam, The Netherlands, 979–1008.
Tatsuoka, F., Tateyama, M., and Koseki, J. (1995). “Behavior of geogrid-reinforced soil retaining walls during the Great Hanshin-Awaji earthquake.” Proc., 1st Int. Symp. on Earthquake Geotechnical Engineering, Ishihara, ed., 55–60.
Toro, G. R., Abrahamson, N. A., and Schneider, J. F. (1997). “Model of strong ground motions from earthquakes in Central and Eastern North America: Best estimates and uncertainties.” Seismol. Res. Lett., 68, 41–57.
White, D., and Holtz, R. D. (1997). “Performance of geosynthetic-reinforced slopes and walls during the Northridge California earthquake of January 17, 1994.” Earth reinforcement, Ochiai et al., eds., Balkema, Rotterdam, The Netherlands, 965–972.
Youngs, R. R., Chiou, S. J., Silva, W. J., and Humphrey, J. R. (1997). “Strong ground motion attenuation relationships for subduction zone earthquakes.” Seismol. Res. Lett., 68(1), 58–73.
Zhang, R., and Deodatis, G. (1996). “Seismic ground motion synthetics of the 1989 Loma Prieta Earthquake.” Earthquake Eng. Struct. Dyn., 25(5), 465–481.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 19Issue 2May 2005
Pages: 117 - 123

History

Received: Feb 24, 2003
Accepted: Sep 15, 2003
Published online: May 1, 2005
Published in print: May 2005

Permissions

Request permissions for this article.

Authors

Affiliations

Hoe I. Ling, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering and Engineering Mechanics, Columbia Univ., 500 West 120th St., New York 10027. E-mail: [email protected]
Dov Leshchinsky, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share