TECHNICAL PAPERS
Oct 1, 2008

Pore Pressure Generation Models for Sands and Silty Soils Subjected to Cyclic Loading

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 10

Abstract

This paper discusses the applicability of two simple models for predicting pore water pressure generation in nonplastic silty soil during cyclic loading. The first model was developed by Seed et al. in the 1970s and relates the pore pressure generated to the cycle ratio, which is the ratio of the number of applied cycles of loading to the number of cycles required to cause liquefaction. The second model is the Green-Mitchell-Polito model proposed by Green et al. in 2000, which relates pore pressure generation to the energy dissipated within the soil. Based upon the results of approximately 150 cyclic triaxial tests, the writers show that both models are applicable to silty soils. A nonlinear mixed effects model was used for regression analyses to develop correlations for the necessary calibration parameters. The results show that the trends in both α and pseudoenergy capacity calibration parameters for the Seed et al. and Green et al. pore pressure generation models, respectively, differ significantly for soils containing less than and greater than 35% fines, consistent with the limiting fines content concept.

Get full access to this article

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

Acknowledgments

This research was supported in part (for the first writer) by a Richardson Summer Research Grant from Valparaiso University. This research was also supported in part (second and third writers) by NSF Grant Nos. UNSPECIFIEDCMMI 0530378 and UNSPECIFIEDCMMI 0644580, funded through the Geotechnical and GeoHazards Systems Program. This support is gratefully acknowledged. Finally, the writers appreciate the review comments by Dr. Aaron Bradshaw and Dr. Chris Baxter on an early draft of the manuscript.

References

Abrahamson, N. A., and Silva, W. J. (1996). “Empirical ground motion models.” Rep. to Brookhaven National Laboratory, Upton, N.Y.
American Society for Testing and Materials (ASTM). (2006a). “Standard test methods for maximum index density and unit weight of soils using a vibratory table.” ASTM D4253-06, West Conshohocken, Pa.
American Society for Testing and Materials (ASTM). (2006b). “Standard test methods for minimum index density and unit weight of soils and calculation of relative density.” ASTM D4254-00, West Conshohocken, Pa.
American Society for Testing and Materials (ASTM). (2007b). “Standard test methods for laboratory compaction characteristics of soil using standard effort.” ASTM D698-07, West Conshohocken, Pa.
American Society for Testing and Materials (ASTM). (2007b). “Standard test methods for laboratory compaction characteristics of soil using modified effort.” ASTM D1557-07, West Conshohocken, Pa.
Berrill, J. B., and Davis, R. O. (1985). “Energy dissipation and seismic liquefaction of sands: revised model.” Soils Found., 25(2), 106–118.
Booker, J. R., Rahman, M. S., and Seed, H. B. (1976). “GADFLEA—A computer program for the analysis of pore pressure generation and dissipation during cyclic or earthquake loading.” Rep. No. EERC 76-24, Earthquake Engineering Research Center, Univ. of California at Berkeley, Berkeley, Calif.
Boulanger, R. W., and Idriss, I. M. (2004). “Evaluating the potential for liquefaction or cyclic failure of silts and clays.” Rep. No. UCD/CGM-04/01, Center for Geotech. Modeling, Univ. of California at Davis, Davis, Calif.
Boulanger, R. W., and Idriss, I. M. (2006). “Liquefaction susceptibility criteria for silts and clays.” J. Geotech. Geoenviron. Eng., 132(11), 1413–1426.
Bray, J. D., et al. (2004). “Subsurface characterization at ground failure sites in Adapazari, Turkey.” J. Geotech. Geoenviron. Eng., 130(7), 673–685.
Byrne, P. M., and McIntrye, J. (1994). “Deformations in granular soils due to cyclic loading.” Vertical and horizontal deformations of foundation embankments, Geotechnical Special Publication 40, Vol. 2, ASCE, New York, 1864–1896.
Chan, C. K. (1985). Instruction manual, CKC E/P cyclic loading triaxial system users' manual, Soil Engineering Equipment Company, San Francisco.
DeAlba, P., Chan, C. K., and Seed, H. B. (1975). “Determination of soil liquefaction characteristics by large-scale laboratory tests.” Rep. No. EERC 75-14, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
Dobry, R., Ladd, R., Yokel, F., Chung, R., and Powell, D. (1982). “Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method.” NBS Building Science Series 138, National Bureau of Standards, U.S. Dept. of Commerce.
Finn, W. D. L. (1988). “Dynamic analysis in geotechnical engineering.” Proc., Earthquake Engineering and Soil Dynamics. II: Recent Advances in Ground-Motion Evaluation, Geotechnical Special Publication 20, ASCE, New York, 523–591.
Green, R. A. (2001). “Energy-based evaluation and remediation of liquefiable soils.” Ph.D. thesis, Civil Engineering, Virginia Polytechnic Institute and State Univ.
Green, R. A., Mitchell, J. K., and Polito, C. P. (2000). “An energy-based pore pressure generation model for cohesionless soils.” Proc., John Booker Memorial Symp.—Developments in Theoretical Geomechanics, D. W. Smith and J. P. Carter, eds., Balkema, Rotterdam, The Netherlands, 383–390.
Green, R. A., Olson, S. M., and Polito, C. P. (2006). “A comparative study of the influence of fines on the liquefaction susceptibility of sands: Field versus laboratory.” Proc., 8th National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute, Oakland, Calif., Paper No. 8NCEE-001251.
Green, R. A., and Terri, G. A. (2005). “Number of equivalent cycles concept for liquefaction evaluations—Revisited.” J. Geotech. Geoenviron. Eng., 131(4), 477–488.
Hancock, J., and Bommer, J. J. (2005). “The effective number of cycles of earthquake ground motion.” Earthquake Eng. Struct. Dyn., 34(6), 637–664.
Ladd, R. S. (1978). “Preparing test specimens using undercompaction.” Geotech. Test. J., 1(1), 16–23.
Lambe, T. W., and Whitman, R. V. (1969). Soil mechanics, Wiley, New York.
Lee, K. L., and Albaisa, A. (1974). “Earthquake induced settlements in saturated sands.” J. Geotech. Engrg. Div., 100(4), 387–406.
Lee, K. L., and Fitton, J. A. (1968). “Factors affecting the cyclic loading strength of soil.” Vibration effects of earthquakes on soils and foundations, ASTM STP, 450, ASTM, West Conshohocken, Pa., 71–95.
Liu, A. H., Stewart, J. P., Abrahamson, N. A., and Moriwaki, Y. (2001). “Equivalent number of uniform stress cycles for soil liquefaction analysis.” J. Geotech. Geoenviron. Eng., 127(12), 1017–1026.
Martin, G. R., Finn, W. D. L., and Seed, H. B. (1975). “Fundamentals of liquefaction under cyclic loading.” J. Geotech. Engrg. Div., 101(5), 423–438.
Martin, J. R., II, Olgun, C. G., Mitchell, J. K., and Durgunoglu, H. T. (2004). “High modulus columns for liquefaction mitigation.” J. Geotech. Geoenviron. Eng., 130(6), 561–571.
Peng, J., Lu, J., Law, K. H., and Elgamal, A. (2004). “PARCYCLIC: Finite-element modeling of earthquake liquefaction response on parallel computers.” Proc., 13th World Conf. on Earthquake Engineering, International Association for Earthquake Engineering, Tokyo, Japan, Paper No. 361.
Pestana, J. M., Hunt, C. E., and Goughnour, R. R. (1997). “FEQDrain: A finite-element computer program for the analysis of the earthquake generation and dissipation of pore water pressure in layered sand deposits with vertical drains.” Rep. No. UCB/EERC-97/15, Earthquake Engineering Research Center, Univ. of California at Berkeley, Berkeley, Calif.
Pinheiro, J. C., and Bates, D. M. (2000). Mixed-effects models in S and S-PLUS, Statistics and computing series, J. Chambers, W. Eddy, W. Hardle, S. Sheather, and L. Tierney, eds., Springer, New York.
Polito, C. P. (1999). “The effects of non-plastic and plastic fines on the liquefaction of sandy soils.” Ph.D. thesis, Civil Engineering, Virginia Polytechnic Institute and State Univ., ⟨http://scholar.lib.vt.edu/theses/available/etd-122299-125729⟩.
Polito, C. P., and Martin, J. R. (2001). “The effects of non-plastic fines on the liquefaction resistance of sands.” J. Geotech. Geoenviron. Eng., 127(5), 408–415.
Rathje, E. M., Faraj, F., Russell, S., and Bray, J. D. (2004). “Empirical relationships for frequency content parameters of earthquake ground motions.” Earthquake Spectra, 20(1), 119–144.
Sanin, M. V., and Wijewickreme, D. (2006). “Cyclic shear response of channel-fill Fraser River delta silt.” Soil Dyn. Earthquake Eng., 26(9), 854–869.
Scott, R. F. (1963). Principles of soil mechanics, Addison-Wesley, Reading, Mass.
Seed, H. B., Idriss, I. M., and Arango, I. (1983). “Evaluation of liquefaction potential using field performance data.” J. Geotech. Engrg., 109(3), 458–482.
Seed, H. B., Idriss, I. M., Makidisi, F., and Banerjee, N. (1975a). “Representation of irregular stress time histories by equivalent uniform stress series in liquefaction analyses.” Rep. No. EERC 75-29, Univ. of California, Berkeley.
Seed, H. B., Martin, P. P., and Lysmer, J. (1975b). “The generation and dissipation of pore water pressures during soil liquefaction.” Rep. No. EERC 75-26, Univ. of California, Berkeley, Calif.
Silver, M. L. (1977). “Laboratory triaxial testing procedures to determine the cyclic strength of soils.” NUREG-0031, National Technical Information Service, Springfield, Va.
Sun, J., and Yuan, X. (2006). “A simplified formula for estimating real-time pore water pressure of anisotropically consolidated saturated sands under random earthquake loads” Proc., GeoShanghai, Geotechnical Special Publication No. 150, ASCE/GEO Institute, Reston, Va., 444–451.
Wijewickreme, D., Sanin, M. V., and Greenaway, G. R. (2005). “Cyclic shear response of fine-grained mine tailings.” Can. Geotech. J., 42(5), 1408–1421.
Yanagisawa, E., and Sugano, T. (1994). “Undrained shear behaviors of sand in view of shear work.” Proc., 13th Int. Conf. on Soil Mechanics and Foundation Engineering (Special Volume on Performance of Ground and Soil Structures during Earthquakes), Balkema, Rotterdam, The Netherlands, 155–158.
Youd, T. L., et al. (2001). “Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils.” J. Geotech. Geoenviron. Eng., 127(10), 817–833.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 134Issue 10October 2008
Pages: 1490 - 1500

History

Received: Nov 3, 2006
Accepted: Mar 17, 2008
Published online: Oct 1, 2008
Published in print: Oct 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Carmine P. Polito, M.ASCE
P.E.
Associate Professor, Valparaiso Univ., Valparaiso, IN 46383. E-mail: [email protected]
Russell A. Green, M.ASCE
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061. E-mail: [email protected]
Jongwon Lee, S.M.ASCE
Doctoral Candidate, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109.

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