Undrained Pore Pressure Prediction in Clayey Soil under Cyclic Loading
Publication: International Journal of Geomechanics
Volume 15, Issue 5
Abstract
Prediction of pore-water pressure is important for understanding the behavior of soils under both static and cyclic loading and also for estimation of their effective stresses. Undrained cyclic pore pressure models available in the literature are for some typical soils and are hardly applicable for other soils. In this paper, a generalized hyperbolic model for prediction of undrained pore-water pressure has been proposed as a function of cyclic stress ratio, frequency, and plasticity of soils using data reported by a number of researchers. The proposed model has been validated by a chi-square goodness-of-fit test. The correlation between the predicted and measured pore pressure ratio at various confining pressure regimes has also been statistically examined to discern the model. The model output has been found to be correlated to an extent of up to 85% with the literature data.
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Acknowledgments
The first author gratefully acknowledges the financial assistance of the Council of Scientific and Industrial Research (CSIR), India, through the Senior Research Fellowship during the period 2012–2013 vide grant No. 09/096 (0724) 2k12-EMR-I.
References
Ansal, A. M., and Erken, A. (1989). “Undrained behavior of clay under cyclic shear stresses.” J. Geotech. Engrg., 968–983.
Biscontin, G. (2001). “Modeling the dynamic behavior of lightly overconsolidated soil deposits on submarine slope.” Ph.D. dissertation, Univ. of California at Berkeley, Berkeley, CA.
Curve Expert Professional 1.5.0 [Computer software]. Chattanooga, TN, Hyams Development.
Das, B. M. (1985). Advanced soil mechanics, CRC Press, Boca Raton, FL.
De Alba, P., Chan, C. K., and Seed, H. B. (1976). “Sand liquefaction in large-scale simple shear tests.” J. Geotech. Engrg. Div., 102(9), 909–927.
Durgunoglu, T., Yilmaz, O., Kalafat, M., Karadayilar, T., and Eser, M. (2004). “An integrated approach for characterization and modeling of soft clays under seismic loading: A case study.” Proc., 11th Int. Conf. on Soil Dynamics and Earthquake Engineering and 3rd Int. Conf. on Earthquake Geotechnical Engineering, Univ. of California at Berkeley, Berkeley, CA, 663–668.
Erken, A., and Ulker, B. M. C. (2007). “Effect of cyclic loading on monotonic shear strength of fine-grained soils.” Eng. Geol., 89(3–4), 243–257.
Goon, A. M., Gupta, M. K., and Dasgupta, B. (1979a). Chapter 16, Fundamentals of statistics, Vol. 1, World Press, Kolkata, India, 456–457.
Goon, A. M., Gupta, M. K., and Dasgupta, B. (1979b). Chapter 17, Fundamentals of statistics, Vol. 1, World Press, Kolkata, India, 489–492.
Huang, Y. H. (1993). Pavement analysis and design, Prentice Hall, Upper Saddle River, NJ.
Hyde, A. F. L., Yasuhara, K., and Hirao, K. (1993). “Stability criteria for marine clay under one-way cyclic loading.” J. Geotech. Engrg., 1771–1789.
Hyodo, M., Yasuhara, K., and Hirao, K. (1992). “Prediction of clay behaviour in undrained and partially drained cyclic triaxial tests.” Soils Found., 32(4), 117–127.
Hyodo, M., Yasuhara, K., and Murata, H. (1988a). “Earthquake induced settlements in clays.” Proc., 9th World Conf. on Earthquake Engineering, Vol. 3, International Association for Earthquake Engineering (IAEE), Tokyo, 89–94.
Hyodo, M., Yasuhara, K., Murata, H., and Hirao, K. (1988b). “Behaviour of soft clay deposit subjected to long-term cyclic shear stresses.” Technol. Rep. Yamaguchi Univ., 4(2), 171–191.
Indraratna, B., Ni, J., and Rujikiatkamjorn, C. (2010). “Investigation on effectiveness of a prefabricated vertical drain during cyclic loading.” IOP Conf. Ser.: Mater. Sci. Eng., 10(1), 1–8.
Jung, B. C. (2005). “Modeling of strain rate effects on clays in simple shear.” Master’s thesis, Texas A&M Univ., College Station, TX.
Liu, G., Luan, M., Tang, X., Wang, Z., and Guo, Y. (2010). “Critical cyclic stress ratio of undisturbed saturated soft clay in the Yangtze Estuary under complex stress conditions.” Trans. Tianjin Univ., 16(4), 295–303.
Matsuda, H., Ohara, S., and Sano, S. (1988). “Settlement and excess pore water pressure of saturated clay induced by cyclic shear with different periods.” Proc., 9th World Conf. on Earthquake Engineering, Vol. 3, International Association for Earthquake Engineering (IAEE), Tokyo, 83–88.
Matsui, T., Ito, T., and Ohara, S. (1980). “Cyclic stress-strain history and shear characteristics of clay.” J. Geotech. Engrg. Div., 106(10), 1101–1120.
Mendoza, M. J., and Hernandez, V. M. (1994). “Pore pressure buildup under cyclic loading in Mexico City clay.” Proc., 13th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 1, CRC Press, Boca Raton, FL, 181–186.
Moses, G. G., and Rao, S. N. (2003). “Degradation in cemented marine clay subjected to cyclic compressive loading.” Mar. Georesour. Geotechnol., 21(1), 37–62.
Moses, G. G., and Rao, S. N. (2007). “Behavior of marine clay subjected to cyclic loading with sustained shear stress.” Mar. Georesour. Geotechnol., 25(2), 81–96.
Moses, G. G., Rao, S. N., and Rao, P. N. (2003). “Undrained strength behaviour of a cemented marine clay under monotonic and cyclic loading.” Ocean Eng., 30(14), 1765–1789.
Ohara, S., and Matsuda, H. (1988). “Study on the settlement of saturated clay layer induced by cyclic shear.” Soils Found., 28(3), 103–113.
Ohara, S., Yamamoto, T., and Ikuta, H. (1981). “Shear strength of saturated clay pre-subjected to cyclic shear.” Proc. Jpn. Soc. Civ. Eng., 1981(315), 75–82.
Ozaydin, K., and Erguvanh, A. (1980). “The generation of pore pressures in clayey soils during earthquakes.” Proc., 7th World Conf. on Earthquake Engineering, Vol. 3, The International Association for Earthquake Engineering (IAEE), Tokyo, 326–330.
Pillai, R. J., Robinson, R. G., and Boominathan, A. (2007). “Behavior of kaolinite clays under cyclic loading.” Proc., Int. Workshop on Earthquake Hazards and Mitigation, I.K. International Publishing House, New Delhi, India, 409–414.
Pillai, R. J., Robinson, R. G., and Boominathan, A. (2011). “Effect of microfabric on undrained static and cyclic behavior of kaolin clay.” J. Geotech. Geoenviron. Eng., 421–429.
Prakasha, K. S., and Chandrasekaran, V. S. (1997). “Behavior of marine sand-clay mixtures under triaxial loading.” Indian Geotech. J., 27(2), 101–128.
Prakasha, K. S., and Chandrasekaran, V. S. (2005). “Behavior of marine sand-clay mixtures under static and cyclic triaxial shear.” J. Geotech. Geoenviron. Eng., 213–222.
Sakai, A., Samang, L., and Miura, N. (1996). “Behaviour of soft soils under undrained cyclic loading with initial shear stress.” Geotech. Eng. J. Southeast Asian Geotech. Soc., 27(2), 1–22.
Seed, H. B., and Idriss, I. M. (1971). “Simplified procedure for evaluating soil liquefaction potential.” J. Soil Mech. and Found. Div., 97(9), 1249–1273.
Thammathiwat, A., and Chimoye, W. (2004). “Behavior of strength and pore pressure of soft Bangkok clay under cyclic loading.” Int. J. Sc. Tech., 9(4), 21–28.
Van Eakelen, H. A. M., and Potts, D. M. (1978). “The behaviour of Drammen clay under cyclic loading.” Géotechnique, 28(2), 173–196.
Yasuhara, K., Hirao, K., and Hyde, A. F. (1992). “Effects of cyclic loading on undrained strength and compressibility of clay.” Soils Found., 32(1), 100–116.
Yildirim, H., and Erşan, H. (2007). “Settlements under consecutive series of cyclic loading.” Soil. Dyn. Earthquake Eng., 27(6), 577–585.
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© 2014 American Society of Civil Engineers.
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Received: Nov 30, 2012
Accepted: Jun 6, 2014
Published online: Jul 7, 2014
Published in print: Oct 1, 2015
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