TECHNICAL PAPERS
Jan 28, 2011

Correction for Geometry Changes during Motion of Sliding-Block Seismic Displacement

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 137, Issue 10

Abstract

The sliding-block model is often used for the prediction of permanent coseismic displacements of natural slopes and earth structures. This model assumes motion in an inclined plane but does not consider the decrease in inclination of the sliding soil mass as a result of its downward motion, which is the usual condition in the field. The paper studies the above effect and proposes an empirical equation correcting the predictions of the sliding-block model. The investigation is performed by using a recently developed multiblock model. The equation correcting the predictions of the sliding-block model depends on the slip length, the difference in inclinations of the upper and lower part of the slip surface, the seismic displacement predicted by the sliding-block model and the maximum value of the applied horizontal acceleration.

Get full access to this article

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

Acknowledgments

Mr Trifon Thomaidis, former student at the Hellenic Open University, provided most of the accelerograms applied in the present work by retrieving them from the internet.

References

Ambraseys, N., and Menu, J. (1988). “Earthquake induced ground displacements.” Earthquake Eng. Struct. Dyn., 16(7), 985–1006.
Ambraseys, N., and Srbulov, M. (1995). “Earthquake induced displacements of slopes.” Soil Dyn. Earthquake Eng., 14(1), 59–71.
Bray, J. D., and Travasarou, T. (2007). “Simplified procedure for estimating earthquake-induced deviatoric slope displacements.” J. Geotech. Geoenviron. Eng., 133(4), 381–392.
Crosta, G. B., and Frattini, P., eds., (2007). Landslides. From mapping to loss and risk estimation, IUSS Press, Pavia, Italy.
Dahlquist, G., and Bjorck, A., (1974). Numerical methods, Trans. N. Andeson, Prentice-Hall, Englewood Cliffs, NJ.
Gazetas, G., et al. (2009). “Asterios earthfill dam: Seismic analysis using rigorous and simplified methods.” Seismic soil-structure interaction. Geotechnical laboratory, National Technical University of Athens, Greece, 23–29.
Gazetas, G., and Dakoulas, P. (1992). “Seismic analysis and design of rockfill dams: State-of-the-art.” Soil Dyn. Earthquake Eng., 11(1), 27–61.
Gerolymos, N., and Gazetas, G. (2007). “A model for grain-crushing-induced landslides—Application to Nikawa, Kobe 1995.” Soil Dyn. Earthquake Eng., 27(9), 803–817.
Ishihara, K. (1993). “Liquefaction and flow failure during earthquakes.” Geotechnique, 43(3), 351–415.
Kramer, S. (1996). Geotechnical earthquake engineering, Prentice-Hall, Upper Saddle River, NJ, 438–447.
Makdisi, F. I., and Seed, H. B. (1978). “Simplified procedure for estimating dam and embankment earthquake-induced deformations.” J. Geotech. Engrg. Div., 104(7), 849–867.
Marvromihhlis, K. (2009). “The effect of the change in geometry of the slope during motion in the prediction of the seismic displacement with Mohr-Coulomb models.” M.S. thesis, Dept. of Science and Technology, M.S. program “Earthquake engineering and earthquake-resistant structures,” Hellenic Open Univ., Patras, Greece.
Newmark, N. M. (1965). “Effects of earthquakes on dams and embankments.” Geotechnique, 15(2), 139–159.
Nishimura, Y., Fukui, S., Sato, M., and Kurose, H. (1995). “Shaking table tests and numerical simulation of seismic response of the seawall.” Proc., 3rd Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, S. Prakash, ed., Univ. of Missouri-Rolla, Rolla, MO.
Olson, S. M., Stark, T. D., Walton, W. H., and Castro, G. (2000). “1907 static liquefaction flow failure of the North Dike of Wechusett Dam.” J. Geotech. Eng., 126(12), 1194–2019.
Richards, R. Jr., and Elms, D. (1979). “Seismic behavior of gravity retaining walls.” J. Geotech. Engrg. Div., 105(4), 449–464.
Sarma, S. K. (1975). “Seismic stability of earth dams and embankments.” Geotechnique, 25(4), 743–761.
Sarma, S. K. (1979). “Stability analysis of embankments and slopes.” J. Geotech. Eng., 105(12), 1511–1524.
Sarma, S. K., and Chlimitzas, G. (2001). “Analysis of seismic displacement of slopes using multi-block model.” Final Rep., European Commission Project ENV4-CT97-0392, Brussels, Belgium.
Stamatopoulos, C. (1992). “Analysis of a slide parallel to the slope.” Proc., 2nd Greek National Conference of Geotechnical Engineering, Vol. 1, Technical Chamber of Greece, Athens, Greece, 481–488 (in Greek).
Stamatopoulos, C. A. (1996). “Sliding system predicting large permanent co-seismic movements of slopes.” Earthquake Eng. Struct. Dyn., 25(10), 1075–1093.
Stamatopoulos, C. (2009). “Constitutive modeling of earthquake-induced slides on clays along slip surfaces.” Landslides, 6(3), 191–207.
Stamatopoulos, C., and Aneroussis, S. (2004). “Back analysis of the liquefaction failure at King Harbor Redondo Beach, California.” 5th Int. Conf. on Case Histories in Geotechnical Engineering (CD), New York.
Stamatopoulos, C., and Aneroussis, S. (2005). “Back analysis of liquefaction failure and relationship between the residual soil strength and the N value of the SPT.” 16th Int. Conf. on Soil Mechanics and Geotechnical Engineering, Kyoto Univ., Kyoto, Japan.
Stamatopoulos, C. A., and Aneroussis, S. (2008). “Back analysis of the Malakassa landslide using the multi-block model.” 6th Int. Conf. on Case Histories in Geotechnical Engineering, S. Prakash, ed., Univ. of Missouri-Rolla, Rolla, MO.
Stamatopoulos, C., and Pertidis, P. (2006). “Back analysis of the Lower San Fernando Dam slide using a multi-block model.” Geohazards Conference: Technical, Economical and Social Risk Evaluation, Engineering Conf. Int. Symp. Series, Berkeley Electronic, Berkeley, CA.
Stamatopoulos, C. A., Velgaki, E., Modaressi, A., and Lopez-Caballero, F. (2006). “Seismic displacement of gravity walls by a two-body model.” Bull. Earthquake Eng., 4(3), 295–318.
Stamatopoulos, C., Velgaki, E., and Sarma, S. (2000). “Sliding-block back analysis of earthquake induced slides.” Soils Found., 40(6), 61–75.
Tika-Vassilikos, T., Sarma, S., and Ambraseys, N. N. (1993). “Seismic displacements on shear surfaces on cohesive soils.” Earthquake Eng. Struct. Dyn., 22(8),709–721.
Whitman, R. V. (1993). “Predicting earthquake-caused permanent deformations of earth structures.” Predictive soil mechanics, Thomas Telford, London, 729–741.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 137Issue 10October 2011
Pages: 926 - 938

History

Received: Mar 3, 2010
Accepted: Jan 26, 2011
Published online: Jan 28, 2011
Published in print: Oct 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Constantine A. Stamatopoulos, A.M.ASCE [email protected]
Instructor, Hellenic Open Univ., and Director, Stamatopoulos and Associates Co., 5 Isavron St, Athens, 114 71, Greece (corresponding author). E-mail: [email protected]
Constantine Mavromihalis
Student, Hellenic Open Univ., 29 28th October St, Thessaloniki, 57500, Greece.
Sarada Sarma, M.ASCE
Emeritus Reader and Senior Research Fellow, Civil and Environmental Engineering Dept., Imperial College, London SW7 2AZ, U.K.

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