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Original Articles

PDEM-Based Seismic Performance Assessment of Retaining Walls Considering Spatial Variability of Soil Properties

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Pages 52-69 | Received 21 Feb 2019, Accepted 20 Aug 2019, Published online: 02 Sep 2019

References

  • Al Atik, L., and N. Sitar. 2010. Seismic earth pressures on cantilever retaining structures. Journal of Geotechnical and Geoenvironmental Engineering 136(10): 1324–33. doi:10.1061/(ASCE)GT.1943-5606.0000351.
  • Argyroudis, S., A. M. Kaynia, and K. Pitilakis. 2013. Development of fragility functions for geotechnical constructions: Application to cantilever retaining walls. Soil Dynamics and Earthquake Engineering 50: 106–16. doi:10.1016/j.soildyn.2013.02.014.
  • Basha, B. M., and G. S. Babu. 2009. Seismic reliability assessment of external stability of reinforced soil walls using pseudo-dynamic method. Geosynthetics International 16(3): 197–215.
  • Basha, B. M., and G. S. Babu. 2011. Seismic reliability assessment of internal stability of reinforced soil walls using the pseudo-dynamic method. Geosynthetics International 18(5): 221–41. doi:10.1680/gein.2011.18.5.221.
  • Bilgin, Ö. 2010. Numerical studies of anchored sheet pile wall behavior constructed in cut and fill conditions. Computers and Geotechnics 37(3): 399–407. doi:10.1016/j.compgeo.2010.01.002.
  • Chalermyanont, T., and C. H. Benson. 2005. Reliability-based design for external stability of mechanically stabilized earth walls. International Journal of Geomechanics 5(3): 196–205. doi:10.1061/(ASCE)1532-3641(2005)5:3(196).
  • Chen, J. B., and J. Li. 2008. Strategy for selecting representative points via tangent spheres in the probability density evolution method. International Journal for Numerical Methods in Engineering 74(13): 1988–2014. doi:10.1002/nme.2246.
  • Cherubini, C. 2000. Probabilistic approach to the design of anchored sheet pile walls. Computers and Geotechnics 26(3–4): 309–30. doi:10.1016/S0266-352X(99)00044-0.
  • Cho, S. E. 2009. Probabilistic assessment of slope stability that considers the spatial variability of soil properties. Journal of Geotechnical and Geoenvironmental Engineering 136(7): 975–84. doi:10.1061/(ASCE)GT.1943-5606.0000309.
  • Dasgupta, U. S., V. B. Chauhan, and S. M. Dasaka. 2017. Influence of spatially random soil on lateral thrust and failure surface in earth retaining walls. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 11(3): 247–56.
  • Di Santolo, A. S., and A. Evangelista. 2011. Dynamic active earth pressure on cantilever retaining walls. Computers and Geotechnics 38(8): 1041–51. doi:10.1016/j.compgeo.2011.07.015.
  • El-Ramly, H., N. R. Morgenstern, and D. M. Cruden. 2002. Probabilistic slope stability analysis for practice. Canadian Geotechnical Journal 39(3): 665–83. doi:10.1139/t02-034.
  • Fenton, G. A., D. V. Griffiths, and M. B. Williams. 2007. Reliability of traditional retaining wall design. In risk and variability in geotechnical engineering, 165–72. London: Thomas Telford Publishing.
  • GEO-SLOPE International Ltd. 2012. Dynamic modeling with QUAKE/W. GEO-SLOPE International Ltd, Calgary. http://downloads.geo-slope.com/geostudioresources/books/9/0/QUAKE%20Modeling.pdf.
  • Ghiocel, D. M., and R. G. Ghanem. 2002. Stochastic finite-element analysis of seismic soil–structure interaction. Journal of Engineering Mechanics 128(1): 66–77. doi:10.1061/(ASCE)0733-9399(2002)128:1(66).
  • Goh, A. T. C., and F. H. Kulhawy. 2005. Reliability assessment of serviceability performance of braced retaining walls using a neural network approach. International Journal for Numerical and Analytical Methods in Geomechanics 29(6): 627–42. doi:10.1002/(ISSN)1096-9853.
  • Griffiths, D. V., J. Huang, and G. A. Fenton. 2009. Influence of spatial variability on slope reliability using 2-D random fields. Journal of Geotechnical and Geoenvironmental Engineering 135(10): 1367–78. doi:10.1061/(ASCE)GT.1943-5606.0000099.
  • Huang, C. C., S. H. Wu, and H. J. Wu. 2009. Seismic displacement criterion for soil retaining walls based on soil strength mobilization. Journal of Geotechnical and Geoenvironmental Engineering 135(1): 74–83. doi:10.1061/(ASCE)1090-0241(2009)135:1(74).
  • Huang, Y., H. Hu, and M. Xiong. 2019. Performance-based seismic fragility analysis of retaining walls based on the probability density evolution method. Structure and Infrastructure Engineering 15(1): 103–12. doi:10.1080/15732479.2018.1520906.
  • Huang, Y., and M. Xiong. 2017a. Dynamic reliability analysis of slopes based on the probability density evolution method. Soil Dynamics and Earthquake Engineering 94: 1–6. doi:10.1016/j.soildyn.2016.11.011.
  • Huang, Y., and M. Xiong. 2017b. Probability density evolution method for seismic liquefaction performance analysis of earth dam. Earthquake Engineering & Structural Dynamics 46(6): 925–43. doi:10.1002/eqe.2837.
  • Huang, Y., M. Xiong, and H. Zhou. 2015. Ground seismic response analysis based on the probability density evolution method. Engineering Geology 198: 30–39. doi:10.1016/j.enggeo.2015.09.004.
  • Ichii, K. 2004. Fragility curves for gravity-type quay walls based on effective stress analyses. 13th WCEE, Vancouver, BC.
  • Ishibashi, I., and X. Zhang. 1993. Unified dynamic shear moduli and damping ratios of sand and clay. Soils and Foundations 33(1): 182–91. doi:10.3208/sandf1972.33.182.
  • Jiang, S. H., D. Q. Li, L. M. Zhang, and C. B. Zhou. 2014. Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method. Engineering Geology 168: 120–28. doi:10.1016/j.enggeo.2013.11.006.
  • Kang, F., S. Han, R. Salgado, and J. Li. 2015. System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling. Computers and Geotechnics 63: 13–25. doi:10.1016/j.compgeo.2014.08.010.
  • Karlsrud, K., and L. Andresen. 2005. Loads on braced excavations in soft clay. International Journal of Geomechanics 5(2): 107–13. doi:10.1061/(ASCE)1532-3641(2005)5:2(107).
  • Kaynia, A. M., F. Taucer, and U Hancilar. (Eds.). 2013. Guidelines for deriving seismic fragility functions of elements at risk: Buildings, lifelines, transportation networks and critical facilities. Publications Office of the European Union, Luxembourg. doi:10.2788/19605
  • Kumar, R., and K. Bhargava. 2015. Review of evaluation of uncertainty in soil property estimates from geotechnical investigation. In V. Matsagar (ed.)Advances in structural engineering, 2545–50. New Delhi: Springer.
  • Li, J., and J. Chen. 2008. The principle of preservation of probability and the generalized density evolution equation. Structural Safety 30(1): 65–77. doi:10.1016/j.strusafe.2006.08.001.
  • Li, J., and J. Chen. 2009. Stochastic dynamics of structures. New York: John Wiley & Sons.
  • Li, K. S., and P. Lumb. 1987. Probabilistic design of slopes. Canadian Geotechnical Journal 24(4): 520–35. doi:10.1139/t87-068.
  • Ling, H. I., D. Leshchinsky, and E. B. Perry. 1997. Seismic design and performance of geosynthetic-reinforced soil structures. Geotechnique 47(5): 933–52. doi:10.1680/geot.1997.47.5.933.
  • Na, U. J., S. R. Chaudhuri, and M. Shinozuka. 2009. Effects of spatial variation of soil properties on seismic performance of port structures. Soil Dynamics and Earthquake Engineering 29(3): 537–45. doi:10.1016/j.soildyn.2008.06.002.
  • Olsson, A., G. Sandberg, and O. Dahlblom. 2003. On Latin hypercube sampling for structural reliability analysis. Structural Safety 25(1): 47–68. doi:10.1016/S0167-4730(02)00039-5.
  • Pang, R., B. Xu, D. Zou, and X. Kong. 2018. Stochastic seismic performance assessment of high CFRDs based on generalized probability density evolution method. Computers and Geotechnics 97: 233–45. doi:10.1016/j.compgeo.2018.01.016.
  • Phoon, K. K., and F. H. Kulhawy. 1999. Evaluation of geotechnical property variability. Canadian Geotechnical Journal 36(4): 625–39. doi:10.1139/t99-039.
  • Santhoshkumar, G., and P. Ghosh. 2019. Closed-form solution for seismic earth pressure on bilinear retaining wall using method of characteristics. Journal of Earthquake Engineering. doi:10.1080/13632469.2019.1570880.
  • Sayed, S., G. R. Dodagoudar, and K. Rajagopal. 2008. Reliability analysis of reinforced soil walls under static and seismic forces. Geosynthetics International 15(4): 246–57. doi:10.1680/gein.2008.15.4.246.
  • Sharma, K., and L. Deng. 2017. Reconnaissance report on geotechnical engineering aspect of the 2015 Gorkha, Nepal, earthquake. Journal of Earthquake Engineering 23(3): 512-537.
  • Shinoda, M., K. Horii, T. Yonezawa, M. Tateyama, and J. Koseki. 2006. Reliability-based seismic deformation analysis of reinforced soil slopes. Soils and Foundations 46(4): 477–90. doi:10.3208/sandf.46.477.
  • Tan, Y., and S. G. Paikowsky. 2008. Performance of sheet pile wall in peat. Journal Of Geotechnical and Geoenvironmental Engineering 134(4): 445-458. doi:10.1061/(ASCE)1090-0241(2008)134:4.445.
  • Tang, L., S. Cong, W. Xing, X. Ling, L. Geng, Z. Nie, and F. Gan. 2018. Finite element analysis of lateral earth pressure on sheet pile walls. Engineering Geology 244: 146–58. doi:10.1016/j.enggeo.2018.07.030.
  • Vořechovský, M. 2008. Simulation of simply cross correlated random fields by series expansion methods. Structural Safety 30(4): 337–63. doi:10.1016/j.strusafe.2007.05.002.
  • Wang, S., and H. Hao. 2002. Effects of random variations of soil properties on site amplification of seismic ground motions. Soil Dynamics and Earthquake Engineering 22(7): 551–64. doi:10.1016/S0267-7261(02)00038-6.
  • Yuan, J. X., Y. Yang, L. G. Tham, P. K. K. Lee, and Y. Tsui. 2003. New approach to limit equilibrium and reliability analysis of soil nailed walls. International Journal of Geomechanics 3(2): 145–51. doi:10.1061/(ASCE)1532-3641(2003)3:2(145).
  • Zevgolis, I. E., and P. L. Bourdeau. 2010. Probabilistic analysis of retaining walls. Computers and Geotechnics 37(3): 359–73. doi:10.1016/j.compgeo.2009.12.003.
  • Zhang, J., H. Qu, Y. Liao, and Y. Ma. 2012. Seismic damage of earth structures of road engineering in the 2008 Wenchuan earthquake. Environmental Earth Sciences 65(4): 987–93. doi:10.1007/s12665-011-1519-5.
  • Zhao, B., and F. Taucer. 2010. Performance of infrastructure during the May 12, 2008 Wenchuan earthquake in China. Journal of Earthquake Engineering 14(4): 578–600. doi:10.1080/13632460903274053.
  • Zhou, D., J. Zhang, and Y. Tang. 2010. Seismic damage analysis of road slopes in Wenchuan earthquake. Chinese Journal of Rock Mechanics and Engineering 29(3): 565–76. (in Chinese).
  • Zhou, Y., B. Xu, R. Pang, D. Zou, and X. Kong. 2018. Stochastic seismic response and stability reliability analysis of a vertical retaining wall in front of the pumping station of a nuclear power plant using the probability density evolution method. Nuclear Engineering and Design 334: 110–20. doi:10.1016/j.nucengdes.2018.05.008.

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