Abstract
Liquefaction induced lateral spreading of soil is reported to be one of the primary causes of failures of pile supported bridges and structures during major earthquakes (1964 Niigata, 1989 LomaPrieta and 1995 Kobe). The present study investigates the performance of single piles subjected to lateral spreading displacement through probabilistic approach. Beam on non-linear Winkler foundation method has been adopted to evaluate the pile response. The prediction models for pile response (maximum bending moment) are developed using response surface methodology for piles of different batter angles (0°, 10° and 20°) and slenderness ratios (15, 20 and 25). The probability of failure of various soil-pile systems is then evaluated using Monte Carlo technique. The results indicate that positive batter piles are effective in restricting the bending moment compared to vertical piles, and the behavior of piles subjected to lateral spreading is majorly controlled by the thickness of surface crust overlying the liquefiable soil.
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References
Madabhushi G, Knappett J, Haigh S (2010) Design of pile foundations in liquefiable soils. Imperial College Press
Youd TL, Perkins DM (1987) Mapping of liquefaction severity index. J Geotech Eng 113(11):1374–1392
Fiegel GL, Kutter BL (1994) Liquefaction-induced lateral spreading of mildly sloping ground. J Geotech Eng 120(12):2236–2243
Giannakou A, Gerolymos N, Gazetas G, Tazoh T, Anastasopoulos I (2010) Seismic behavior of batter piles: elastic response. J Geotech Geoenviron Eng 136(9):1187–1199
Sarkar R, Roy N, Serawat A (2018) A three dimensional comparative study of seismic behaviour of vertical and batter pile groups. In: Geotechnical and geological engineering, pp 1–19
Sadek M, Isam S (2004) Three-dimensional finite element analysis of the seismic behavior of inclined micropiles. Soil Dyn Earthq Eng 24(6):473–485
Ghorbani A, Hasanzadehshooiili H, Ghamari E, Medzvieckas J (2014) Comprehensive three dimensional finite element analysis, parametric study and sensitivity analysis on the seismic performance of soil–micropile-superstructure interaction. Soil Dyn Earthq Eng 58:21–36
Wang S, Orense RP (2017) Numerical simulation of inclined piles in liquefiable soils. In: Alexander GJ, Chin CY (eds) 20th NZGS geotechnical symposium, Napier
Tazoh T, Sato M, Jang J, Taji Y, Gazetas G (2010) Seismic behavior of batter pile foundation: kinematic response. In: International conferences on recent advances in geotechnical earthquake engineering and soil dynamics, p 41
Eloseily KH, Ayyub BM, Patev R (2010) Reliability assessment of pile groups in sands. J Struct Eng 128(10):1346–1353
Puła W, Różański A (2012) Reliability of rigid piles subjected to lateral loads. Arch Civ Mech Eng 12(2):205–218
Farag R (2014) Probabilistic pseudostatic analysis of pile in laterally spreading ground: two layer soil profile. Ain Shams Eng J 5(2):343–354
Tokimatsu K (1999) Performance of pile foundations in laterally spreading soils. In: Proceedings of 2nd international conference earthquake geotechnical engineering, Lisbon, vol 3, pp 957–964
Hansen JB, Christensen NH (1961) The ultimate resistance of rigid piles against transverse forces. Bulletin No. 12. Geoteknisk Institute, Copenhagen
Boulanger RW, Kutter BL, Brandenberg SJ, Singh P, Chang D (2003) Pile foundations in liquefied and laterally spreading ground during earthquakes: centrifuge experiments and analyses. Rep. UCD/CGM-03/01. Center for Geotechnical Modeling, University of California at Davis, Davis
Zhang L, McVay MC, Lai PW (1999) Centrifuge modelling of laterally loaded single battered piles in sands. Can Geotech J 36(6):1074–1084
Wilson DW, Boulanger RW, Kutter BL (2000) Observed seismic lateral resistance of liquefying sand. J Geotech Geoenviron Eng 126(10):898–906
Ashford SA, Rollins KM (2002) TILT: the treasure island liquefaction test (No. UCSD/SSRP-2001/17). Department of Structural Engineering, University of California, San Diego
Lombardi D, Dash SR, Bhattacharya S, Ibraim E, Wood DM, Taylor CA (2017) Construction of simplified design p–y curves for liquefied soils. Géotechnique 67(3):216–227
Kulhawy FH (1991) Drilled shaft foundations. In: Fang H-Y (ed) Foundation engineering handbook, 2nd edn. Van Nostrand Reinhold, New York
Mosher RL, Dawkins WP (2000) Theoretical manual for pile foundations (No. ERDC/ITL-TR-00-5). Engineer Research and Development Center
Meyerhof GG (1976) Bearing capacity and settlement of pile foundations. J Geotech Geoenviron Eng 102:195–228
Vijayvergiya VN (2019) Load-movement characteristics of piles. In: Proceedings of the ports 77 conference, New York
Hamada M, Towhata I, Yasuda S, Isoyama R (1987) Study on permanent ground displacement induced by seismic liquefaction. Comput Geotech 4(4):197–220
Cubrinovski M, Ishihara K (2004) Simplified method for analysis of piles undergoing lateral spreading in liquefied soils. Soils Found 44(5):119–133
Dobry R, Abdoun T (2001) Recent studies on seismic centrifuge modeling of liquefaction and its effect on deep foundations. In: Fourth international conference on recent advances in geotechnical earthquake engineering and soil dynamics
Seed HB, Idriss IM (1967) Analysis of soil liquefaction: Niigata earthquake. J Soil Mech Found Div 93(3):83–108
Ghasemi-Fare O, Pak A (2016) Numerical investigation of the effects of geometric and seismic parameters on liquefaction-induced lateral spreading. Soil Dyn Earthq Eng 89:233–247
Rahmani I, Zahmati A, Hamed AA (2013) Seismic behavior analysis of piles by considering lateral spreading. Electron J Geotech Eng 18:2989–2996
Ziotopoulou K, Montgomery J (2017) Numerical Modeling of earthquake-induced liquefaction effects on shallow foundations. In: Proceedings of 16th world conference on earthquake engineering
Brandenberg SJ, Zhang J, Kashighandi P, Huo Y, Zhao M (2011) Demand fragility surfaces for bridges in liquefied and laterally spreading ground. Pacific Earthquake Engineering Research Center
Dai SH, Wang MO (1992) Reliability analysis in engineering applications. Van Nostrand Reinhold, New York
Myers RH, Montgomery DC, Anderson-Cook CM (2016) Response surface methodology: process and product optimization using designed experiments. Wiley
Baecher GB, Christian JT (2005) Reliability and statistics in geotechnical engineering. Wiley
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Rajeswari, J.S., Sarkar, R. (2021). Comparative Study on Behavior of Vertical and Batter Piles in Lateral Spreading Soil. In: Sitharam, T., Pallepati, R.R., Kolathayar, S. (eds) Seismic Design and Performance. Lecture Notes in Civil Engineering, vol 120. Springer, Singapore. https://doi.org/10.1007/978-981-33-4005-3_5
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