Displacement-Dependent Lateral Earth Pressure Models
Publication: Journal of Engineering Mechanics
Volume 144, Issue 6
Abstract
A model for evaluating the lateral earth pressure distribution for retaining walls as a function of intermediate displacement between the full active and passive states is proposed in this paper. The proposed method can be readily used in practice without prior knowledge of earth pressure measurements. The efficacy of the proposed approach is demonstrated through the comparison of the estimated earth pressure coefficients with the experimental results. The proposed approach is useful in assessing the dependence of correction factors for Rankine’s solutions on the effective friction angle and the magnitude of displacement to account for the prefailure behavior of soil at any intermediate state. Similar to a wall pushing into the retained soil, passive earth pressures are generated around driven piles. The coefficient of earth pressure from the suggested model is coupled with cavity expansion theory to estimate the depth of ground heave induced by pile driving. The results of the proposed approach in estimating the ground heave are compared with the finite-element solutions.
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Acknowledgments
This work had been supported by the National Science Fund for Excellent Young Scholars (Grant No. 51322807), the National Natural Science Foundation of China (Grant No. 51578164), the Natural Science Foundation of Guangxi Province (Grant No. 2016GXNSFGA380008), and the Ministry of Education of China through the Changjiang Scholars Program to Dr. Guoxiong Mei, and the National Natural Science Foundation of China (Grant No. 41672296) to Dr. Yanlin Zhao.
References
ABAQUS [Computer software]. Dassault Systèmes, Waltham, MA.
Abusharar, S. W., Zheng, J.-J., and Chen, B.-G. (2009). “Finite element modeling of the consolidation behavior of multi-column supported road embankment.” Comput. Geotech., 36(4), 676–685.
Bang, S. (1985). “Active earth pressure behind retaining walls.” J. Geotech. Eng., 407–412.
Becker, D. E., and Moore, I. D. (2006). Canadian foundation engineering manual, Canadian Geotechnical Society, Alliston, Canada.
Bozozuk, M., Fellenius, B. H., and Samson, L. (1978). “Soil disturbance from pile driving in sensitive clay.” Can. Geotech. J., 15(3), 346–361.
Broms, B. B. (1971). “Lateral earth pressures due to compaction of cohesionless soils.” Proc., 4th Budapest Conf. on Soil Mechanics and Foundation Engineering, Akademai Kiado, Budapest, Hungary, 373–384.
Chen, T.-J., and Fang, Y.-S. (2008). “Earth pressure due to vibratory compaction.” J. Geotech. Geoenviron. Eng., 437–444.
Clough, G., and Duncan, J. (1991). “Earth pressures.” Chapter 6, Foundation engineering handbook, H.-Y. Fang, ed., Springer, New York, 223–235.
Cole, R. T., and Rollins, K. M. (2006). “Passive earth pressure mobilization during cyclic loading.” J. Geotech. Geoenviron. Eng., 1154–1164.
Cooke, R., Price, G., and Tarr, K. (1979). “Jacked piles in London Clay: A study of load transfer and settlement under working conditions.” Geotechnique, 29(2), 113–147.
Duncan, J. M., and Mokwa, R. L. (2001). “Passive earth pressures: Theories and tests.” J. Geotech. Geoenviron. Eng., 248–257.
Duncan, J. M., and Seed, R. B. (1986). “Compaction-induced earth pressures under -conditions.” J. Geotech. Eng., 1–22.
Duncan, J. M., Williams, G., Sehn, A., and Seed, R. B. (1991). “Estimation earth pressures due to compaction.” J. Geotech. Eng., 1833–1847.
England, G. L., Bush, D. I., and Tsang, N. C. (2000). Integral bridges: A fundamental approach to the time-temperature loading problem, Thomas Telford, London.
Fang, Y.-S., Chen, T.-J., and Wu, B.-F. (1994). “Passive earth pressures with various wall movements.” J. Geotech. Eng., 1307–1323.
Fang, Y.-S., Ho, Y.-C., and Chen, T.-J. (2002). “Passive earth pressure with critical state concept.” J. Geotech. Geoenviron. Eng., 651–659.
Fang, Y.-S., and Ishibashi, I. (1986). “Static earth pressures with various wall movements.” J. Geotech. Eng., 317–333.
Hansen, J. B. (1961). “The ultimate resistance of rigid piles against transversal forces.” Bulletin No. 12, Danish Geotechnical Institute, Copenhagen, Denmark.
Hassiotis, S., and Xiong, K. (2007). “Deformation of cohesionless fill due to cyclic loading.”, Stevens Institute of Technology, Hoboken, NJ.
Jaky, J. (1944). “The coefficient of earth pressure at rest.” J. Soc. Hung. Archit. Eng., 78(22), 355–358.
Jaky, J. (1948). “Earth pressure in soils.” Proc., Second Int. Conf. on Soil Mechanics and Foundation Engineering, Rotterdam, Netherlands, 103–107.
Kulhawy, F. H., and Mayne, P. W. (1990). “Manual on estimating soil properties for foundation design.” Final Rep., Electric Power Research Institute, Palo Alto, CA.
Ladd, C. C., Foott, R., Ishihara, K., Schlosser, F., and Poulos, H. G. (1977). “Stress-deformation and strength characteristics, state of the art report.” Proc., 9th Int. Conf. on Soil Mechanics and Foundation Engineering, Japanese Geotechnical Society, Tokyo, 421–494.
Lemnitzer, A., Ahlberg, E. R., Nigbor, R. L., Shamsabadi, A., Wallace, J. W., and Stewart, J. P. (2009). “Lateral performance of full-scale bridge abutment wall with granular backfill.” J. Geotech. Geoenviron. Eng., 506–514.
Li, H., Guo, X., and Zhou, L. (2001). “Evaluation and application of equivalent friction angle.” Geotech. Eng. World, 4(8), 34–35.
Li, T. (2012). “Analysis of finite element about compacting effect of piles by considering dynamic penetration process.” Master’s thesis, Yangzhou Univ., Yangzhou, China.
Luo, G. (1997). “Equivalent friction angle and its application in the design of retaining wall.” Ind. Constr., 27(6), 37–42.
Massarsch, K. R. (1979). “Lateral earth pressure in normally consolidated clay.” Proc., Seventh European Conf. on Soil Mechanics and Foundation Engineering, Brighton, U.K., 245–249.
Massarsch, K. R., and Fellenius, B. H. (2002). “Vibratory compaction of coarse-grained soils.” Can. Geotech. J., 39(3), 695–709.
Mayne, P. W., and Kulhawy, F. (1982). “Ko-OCR relationships in soil.” J. Soil Mech. Found. Div., 108(6), 851–872.
Mei, G. X., Chen, Q. M., and Song, L. H. (2009). “Model for predicting displacement-dependent lateral earth pressure.” Can. Geotech. J., 46(8), 969–975.
Mesri, G., and Hayat, T. (1993). “The coefficient of earth pressure at rest.” Can. Geotech. J., 30(4), 647–666.
Ni, P., Mangalathu, S., Mei, G., and Zhao, Y. (2017a). “Permeable piles: An alternative to improve the performance of driven piles.” Comput. Geotech., 84, 78–87.
Ni, P., Mei, G., and Zhao, Y. (2017b). “Displacement-dependent earth pressures on rigid retaining walls with compressible geofoam inclusions: Physical modeling and analytical solutions.” Int. J. Geomech., 04016132.
Ni, P., Moore, I. D., and Take, W. A. (2018a). “Numerical modeling of normal fault-pipeline interaction and comparison with centrifuge tests.” Soil Dyn. Earthquake Eng., 105, 127–138.
Ni, P., Song, L., Mei, G., and Zhao, Y. (2018b). “On predicting displacement-dependent earth pressures for laterally loaded piles.” Soils Found., 58(1), 92–103.
Qian, J. (1995). Soil mechanics, Hohai University Press, Nanjing, China.
Randolph, M. F., and Wroth, C. (1979). “An analytical solution for the consolidation around a driven pile.” Int. J. Numer. Anal. Methods Geomech., 3(3), 217–229.
Rowe, P., and Peaker, K. (1965). “Passive earth pressure measurements.” Geotechnique, 15(1), 57–78.
Schmidt, B. (1966). “Earth pressures at rest related to stress history.” Can. Geotech. J., 3(4), 239–242.
Shamsabadi, A., Rollins, K. M., and Kapuskar, M. (2007). “Nonlinear soil-abutment–bridge structure interaction for seismic performance-based design.” J. Geotech. Geoenviron. Eng., 707–720.
Sherif, M. A., Fang, Y.-S., and Sherif, R. I. (1984). “KA and behind rotating and non-yielding walls.” J. Geotech. Eng., 41–56.
Terzaghi, K. (1934). “Large retaining-wall tests. I: Pressure of dry sand.” Engineering News-Record, 112(5), 136–140.
Terzaghi, K., Peck, R. B., and Mesri, G. (1996). Soil mechanics in engineering practice, Wiley, New York.
Wilson, P., and Elgamal, A. (2010). “Large-scale passive earth pressure load-displacement tests and numerical simulation.” J. Geotech. Geoenviron. Eng., 1634–1643.
Xu, R. Q., Chen, Y. K., Yang, Z. X., and Gong, X. N. (2002). “Experimental research on the passive earth pressure acting on a rigid wall.” Chin. J. Geotech. Eng., 5(24), 569–576.
Yu, H.-S. (2013). Cavity expansion methods in geomechanics, Springer Science & Business Media, Berlin.
Yue, Z. R., Peng, Y. Z., and Zhang, S. D. (1992). “Centrifuge model tests on lateral pressure on walls retaining compacted clayey backfill.” Chin. J. Geotech. Eng., 14(6), 90–96.
Zhang, J.-M., Shamoto, Y., and Tokimatsu, K. (1998). “Evaluation of earth pressure under any lateral deformation.” Soils Found., 38(1), 15–33.
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©2018 American Society of Civil Engineers.
History
Received: Oct 21, 2016
Accepted: Nov 28, 2017
Published online: Mar 28, 2018
Published in print: Jun 1, 2018
Discussion open until: Aug 28, 2018
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