Effect of nearby strip loading on lateral capacity of offshore large-diameter monopiles in clay slope

References

• Anderheggen, E., and H. Knopfel. 1972. “Finite Element Limit Analysis Using Linear Programming.” International Journal of Solids and Structures 8 (12): 1413–1431. doi:10.1016/0020-7683(72)90088-1.
   Google Scholar
• Bhushan, K., S. C. Haley, and P. T. Fong. 1979. “Lateral Load Tests on Drilled Piers in Stiff Clays.” Journal of the Geotechnical Engineering Division 105 (8): 969–985. doi:10.1016/0148-9062(80)90152-7.
   Google Scholar
• Bransby, M. F., and S. M. Springman. 1996. “3-D Finite Element Modelling of Pile Groups Adjacent to Surcharge Loads.” Computers and Geotechnics 19 (4): 301–324. doi:10.1016/0266-352X(95)00001-Q.
   Web of Science ®Google Scholar
• Broms, B. B. 1964. “Lateral Resistance of Piles in Cohesive Soils.” Journal of the Soil Mechanics and Foundations Division 90 (2): 27–63. doi:10.1061/JSFEAQ.0000566.
   Google Scholar
• Brown, D. A., and C. F. Shie. 1991. “Some Numerical Experiments with a Three-Dimensional Finite Element Model of a Laterally Loaded Pile.” Computers and Geotechnics 12 (2): 149–162. doi:10.1016/0266-352X(91)90004-Y.
   Google Scholar
• Gabr, M. A., and R. H. Borden. 1990. “Lateral Analysis of Piers Constructed on Slopes.” Journal of Geotechnical Engineering 116 (12): 1831–1850. doi:10.1061/(ASCE)0733-9410(1990)116:12(1831).
   Google Scholar
• Georgiadis, K. 2010. “Undrained Bearing Capacity of Strip Footings on Slopes.” Journal of Geotechnical and Geoenvironmental Engineering 136 (5): 677–685. doi:10.1061/(ASCE)GT.1943-5606.0000269.
   Web of Science ®Google Scholar
• Georgiadis, K., and M. Georgiadis. 2010. “Undrained Lateral Pile Response in Sloping Ground.” Journal of Geotechnical and Geoenvironmental Engineering 136 (11): 1489–1500. doi:10.1061/(ASCE)GT.1943-5606.0000373.
   Web of Science ®Google Scholar
• Georgiadis, K., and M. Georgiadis. 2012. “Development of p-y Curves for Undrained Response of Piles near Slopes.” Computers and Geotechnics 40 (3): 53–61. doi:10.1016/j.compgeo.2011.09.005.
   Google Scholar
• Georgiadis, K., M. Georgiadis, and C. Anagnostopoulos. 2013. “Lateral Bearing Capacity of Rigid Piles near Clay Slopes.” Soils and Foundations 53 (1): 144–154. doi:10.1016/j.sandf.2012.12.010.
   Web of Science ®Google Scholar
• Graine, N., M. Hjiaj, and K. Krabbenhoft. 2021. “3D Failure Envelope of a Rigid Pile Embedded in a Cohesive Soil Using Finite Element Limit Analysis.” International Journal for Numerical and Analytical Methods in Geomechanics 45 (2): 265–290. doi:10.1002/nag.3152.
   Web of Science ®Google Scholar
• Izadi, A., and R. J. Chenari. 2021. “Three Dimensional Undrained Bearing Capacity Analysis of Laterally Loaded Pile in Heterogeneous Marine Deposits.” Marine Georesources & Geotechnology 40 (2): 1–23. doi:10.1080/1064119X.2021.1881670.
   Web of Science ®Google Scholar
• Jeong, S., Y. Kim, and J. Kim. 2011. “Influence on Lateral Rigidity of Offshore Piles Using Proposed p-y Curves.” Ocean Engineering 38 (2-3): 397–408. doi:10.1016/j.oceaneng.2010.11.007.
   Web of Science ®Google Scholar
• Jung, S., S. R. Kim, P. Atul, and L. C. Hung. 2015. “Effect of Monopile Foundation Modeling on the Structural Response of a 5-MW Offshore Wind Turbine Tower.” Ocean Engineering 109: 479–488. doi:10.1016/j.oceaneng.2015.09.033.
   Web of Science ®Google Scholar
• Kim, Y., S. Jeong, and J. Won. 2009. “Effect of Lateral Rigidity of Offshore Piles Using Proposed p-y Curves in Marine Clay.” Marine Georesources & Geotechnology 27 (1): 53–77. doi:10.1080/10641190802625551.
   Web of Science ®Google Scholar
• Krabbenhøft, K., A. V. Lyamin, M. Hjiaj, and S. W. Sloan. 2005. “A New Discontinuous Upper Bound Limit Analysis Formulation.” International Journal for Numerical Methods in Engineering 63 (7): 1069–1088. doi:10.1002/nme.1314.
   Web of Science ®Google Scholar
• Krabbenhøft, K., A. V. Lyamin, and S. W. Sloan. 2007. “Formulation and Solution of Some Plasticity Problems as Conic Programs.” International Journal of Solids and Structures 44 (5): 1533–1549. doi:10.1016/j.ijsolstr.2006.06.036.
   Web of Science ®Google Scholar
• Kusakabe, O., T. Kimura, and H. Yamaguchi. 1981. “Bearing Capacity of Slopes under Strip Loads on the Top Surfaces.” Soils and Foundations 21 (4): 29–40. doi:10.3208/sandf1972.21.4_29.
   Google Scholar
• Li, F., J. Han, and C. Lin. 2013. “Effect of Scour on the Behavior of Laterally Loaded Single Piles in Marine Clay.” Marine Georesources & Geotechnology 31 (3): 271–289. doi:10.1080/1064119X.2012.676157.
   Web of Science ®Google Scholar
• Li, X. W., L. Tang, X. F. Man, M. Y. Qiu, X. Z. Ling, S. Y. Cong, and A. Elgamal. 2021. “Liquefaction-Induced Lateral Load on Pile Group of Wharf System in a Sloping Stratum: A Centrifuge Shake-Table Investigation.” Ocean Engineering 242: 110119. doi:10.1016/j.oceaneng.2021.110119.
   Web of Science ®Google Scholar
• Liang, F. Y., H. Zhang, and J. L. Wang. 2015. “Variational Solution for the Effect of Vertical Load on the Lateral Response of Offshore Piles.” Ocean Engineering 99: 23–33. doi:10.1016/j.oceaneng.2015.03.004.
   Web of Science ®Google Scholar
• Liang, F. Y., H. Zhang, and S. L. Chen. 2018. “Effect of Vertical Load on the Lateral Response of Offshore Piles considering Scour-Hole Geometry and Stress History in Marine Clay.” Ocean Engineering 158: 64–77. doi:10.1016/j.oceaneng.2018.03.070.
   Web of Science ®Google Scholar
• Lin, C., J. Han, B. Caroline, and R. L. Parsons. 2016. “Analysis of Laterally Loaded Piles in Soft Clay Considering Scour-Hole Dimensions.” Ocean Engineering 111: 461–470. doi:10.1016/j.oceaneng.2015.11.029.
   Web of Science ®Google Scholar
• Liu, C. Y., Z. S. Jiang, and H. C. Yu. 2020a. “Safety Analysis for Bridge Pier under Nearby Road Construction and Operation.” Measurement 151 (2): 107169. doi:10.1016/j.measurement.2019.107169.
   Google Scholar
• Liu, P., C. Jiang, M. Lin, L. Chen, and J. He. 2020b. “Nonlinear Analysis of Laterally Loaded Rigid Piles at the Crest of Clay Slopes.” Computers and Geotechnics 126 (10): 103715. doi:10.1016/j.compgeo.2020.103715.
   Google Scholar
• Liu, P., L. Chen, H. Chen, and C. Jiang. 2021. “A Method for Predicting Lateral Deflection of Large-Diameter Monopile near Clay Slope Based on Soil-Pile Interaction.” Computers and Geotechnics 135 (7): 104180. doi:10.1016/j.compgeo.2021.104180.
   Google Scholar
• Lysmer, J. 1970. “Limit Analysis of Plane Problems in Soil Mechanics.” Journal of the Soil Mechanics and Foundations Division 96 (4): 1311–1334. doi:10.1061/JSFEAQ.0001441.
   Google Scholar
• Ma, L., Y. Wang, W. Wang, X. Xu, and S. Li. 2018. “An Analysis Method for Nearshore Laterally Loaded Rigid Pile in Cohesive Soil.” Marine Georesources & Geotechnology 36 (1): 2–9. doi:10.1080/1064119X.2016.1255689.
   Web of Science ®Google Scholar
• Makrodimopoulos, A., and C. M. Martin. 2006. “Lower Bound Limit Analysis of Cohesive-Frictional Materials Using Second-Order Cone Programming.” International Journal for Numerical Methods in Engineering 66 (4): 604–634. doi:10.1002/nme.1567.
   Web of Science ®Google Scholar
• Makrodimopoulos, A., and C. M. Martin. 2007. “Upper Bound Limit Analysis Using Simplex Strain Elements and Second-Order Cone Programming.” International Journal for Numerical and Analytical Methods in Geomechanics 31 (6): 835–865. doi:10.1002/nag.567.
   Web of Science ®Google Scholar
• Narita, K., and H. Yamaguchi. 1990. “Bearing Capacity Analysis of Foundations on Slopes by Use of Log-Spiral Sliding Surfaces.” Soils and Foundations 30 (3): 144–152. doi:10.3208/sandf1972.30.3_144.
   Google Scholar
• Nimityongskul, N., Y. Kawamata, D. Rayamajhi, and S. A. Ashford. 2018. “Full-Scale Tests on Effects of Slope on Lateral Capacity of Piles Installed in Cohesive Soils.” Journal of Geotechnical and Geoenvironmental Engineering 144 (1): 04017103. doi:10.1061/(ASCE)GT.1943-5606.0001805.
   Web of Science ®Google Scholar
• Peng, W. Z., M. H. Zhao, H. Zhao, and C. W. Yang. 2020. “Behaviors of a Laterally Loaded Pile Located in a Mountainside.” International Journal of Geomechanics 20 (8): 04020123. 10.1061/(ASCE)GM.1943-5622.0001745.
   Web of Science ®Google Scholar
• Peng, W. Z., M. H. Zhao, H. Zhao, and C. W. Yang. 2021. “Effect of Slope on Bearing Capacity of Laterally Loaded Pile Based on Asymmetric Failure Mode.” Computers and Geotechnics 140 (12): 104469. doi:10.1016/j.compgeo.2021.104469.
   Google Scholar
• Peng, W. Z., M. H. Zhao, H. Zhao, and C. W. Yang. 2022. “Seismic Stability of the Slope Containing a Laterally Loaded Pile by Finite-Element Limit Analysis.” International Journal of Geomechanics 22 (1): 06021033. doi:10.1061/(ASCE)GM.1943-5622.0002226.
   Web of Science ®Google Scholar
• Peng, W. Z., M. H. Zhao, Y. Xiao, C. W. Yang, and H. Zhao. 2019. “Analysis of Laterally Loaded Piles in Sloping Ground Using a Modified Strain Wedge Model.” Computers and Geotechnics 107 (3): 163–175. doi:10.1016/j.compgeo.2018.12.007.
   Google Scholar
• Shao, W., Y. H. Nie, Q. H. Xu, and D. D. Shi. 2021. “Reliability Analysis of Laterally Loaded Piles in Marine Environments considering the Degradation of Flexural Rigidity.” Marine Georesources & Geotechnology 39 (11): 1350–1359. doi:10.1080/1064119X.2020.1839825.
   Web of Science ®Google Scholar
• Shao, W., Y. H. Nie, D. D. Shi, and Y. Z. Xu. 2020. “Probabilistic Analysis of the Behaviour of Laterally Loaded Piles in Chloride Environments.” Ocean Engineering 217: 107872. doi:10.1016/j.oceaneng.2020.107872.
   Web of Science ®Google Scholar
• Sloan, S. W. 1988. “Lower Bound Limit Analysis Using Finite Elements and Linear Programming.” International Journal for Numerical and Analytical Methods in Geomechanics 12 (1): 61–77. doi:10.1016/0148-9062(88)91670-1.
   Web of Science ®Google Scholar
• Sloan, S. W. 1989. “Upper Bound Limit Analysis Using Finite Elements and Linear Programming.” International Journal for Numerical and Analytical Methods in Geomechanics 13 (3): 263–282. doi:10.1002/nag.1610130304.
   Web of Science ®Google Scholar
• Sloan, S. W. 2013. “Geotechnical Stability Analysis.” Géotechnique 63 (7): 531–571. doi:10.1680/geot.12.RL.001.
   Web of Science ®Google Scholar
• Vesic, A. S. 1975. “Bearing Capacity of Shallow Foundations.” In Foundation Engineering Handbook, edited by H. F. Winterkorn and H. Y. Fang, 144–165. New York: Van Nostrand Reinhold.
   Google Scholar
• Wang, L. P., and G. Zhang. 2014. “Progressive Failure Behavior of Pile-Reinforced Clay Slopes under Surface Load Conditions.” Environmental Earth Sciences 71 (12): 5007–5016. doi:10.1007/s12665-013-2892-z.
   Web of Science ®Google Scholar
• Xiao, Y., M. H. Zhao, R. Zhang, H. Zhao, and G. Q. Wu. 2019. “Undrained Bearing Capacity of Strip Footings Placed Adjacent to Two-Layered Slopes.” International Journal of Geomechanics 19 (8): 06019014. doi:10.1061/(ASCE)GM.1943-5622.0001480.
   Web of Science ®Google Scholar
• Xu, L. Y., J. M. Pan, Y. Y. Xue, and F. Cai. 2020. “A Numerical Investigation of Influence of Low-Plasticity Fines in Sand on Lateral Response of Piles.” Marine Georesources & Geotechnology 38 (3): 302–311. doi:10.1080/1064119X.2019.1569740.
   Web of Science ®Google Scholar
• Yan, Z., H. Q. Zhang, M. X. Xie, and R. R. Han. 2021. “Centrifuge Bearing Behaviors of Batter-Piled Wharf under Lateral Cyclic Loading.” Ocean Engineering 226: 108824. doi:10.1016/j.oceaneng.2021.108824.
   Web of Science ®Google Scholar
• Yang, X. F., C. R. Zhang, M. S. Huang, and J. Y. Yuan. 2018. “Lateral Loading of a Pile Using Strain Wedge Model and Its Application under Scouring.” Marine Georesources & Geotechnology 36 (3): 340–350. doi:10.1080/1064119X.2017.1317889.
   Web of Science ®Google Scholar