Abstract
During installation of prefabricated piles in saturated clayey soils, excess pore water pressure (EPWP) is generated around the pile shaft and tip. The developed excess pore pressure is extremely important for evaluation of changes of stress state in clay and subsequent pile bearing capacity. Therefore, the main objective of this paper is to present a numerical finite-element model (FEM) to simulate a mini-pile installation and subsequent pore water pressure dissipation over time. The mini-pile is inserted from the ground surface into the soil to the desired depth. The numerical model is validated using the results of a physical model in which a piezocone is penetrated into a consolidation chamber containing saturated clay. The effects of Over-Consolidation Ratio (OCR), coefficient of lateral soil pressure (K 0), penetration rate (PR), and soil hydraulic conductivity (K i ) on soil stress state are investigated. The verification results have shown that the numerical model has successfully simulated the penetration of mini-pile, generation, and subsequently dissipation of the excess pore water pressure (EPWP). The parametric study revealed that increasing the OCR and K 0 has resulted in increase of the effective radial stresses on the pile skin compared to its initial value, after dissipation of EPWP. The results indicate that the variations in radial stresses at the end of dissipation are independent from the penetration rate. The dissipation of EPWP is more correlated with horizontal hydraulic conductivity of the soil, because the dissipation rate is accelerated in the radial direction.
Similar content being viewed by others
References
Trochanis AM, Bielak J, Christiano P (1991) Three-dimensional nonlinear study of piles. J Geotech Eng 117(3):429–447
Sharafi H, Sojoudi Y (2016) Experimental and numerical study of pile-stabilized slopes under surface load conditions. Int J Civil Eng. doi:10.1007/s40999-016-0017-2
Mabsout ME, Tassoulas JL (1994) A finite element model for the simulation of pile driving. Int J Numer Methods Eng 37(2):257–278. doi:10.1002/nme.1620370206
Lee J, Kim Y, Jeong S (2010) Three-dimensional analysis of bearing behavior of piled raft on soft clay. Comput Geotech 37(1):103–114
Mabsout M, Sadek S (2003) A study of the effect of driving on pre-bored piles. Int J Numer Anal Methods Geomech 27(2):133–146
Chung S-H, Yang S-R (2016) Numerical analysis of small-scale model pile in unsaturated clayey soil. Int J Civil Eng. doi:10.1007/s40999-016-0065-7
Broere W, van Tol AF (2006) Modelling the bearing capacity of displacement piles in sand. Proc ICE Geotech Eng 159(3):195–206
Said I, De Gennaro V, Frank R (2009) Axisymmetric finite element analysis of pile loading tests. Comput Geotech 36(1–2):6–19. doi:10.1016/j.compgeo.2008.02.011
Abu-Farsakh MY, Voyiadjis GZ, Tumay MT (1998) Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils. Int J Numer Anal Methods Geomech 22 (10):791–818. doi:10.1002/(SICI)1096-9853(1998100)22:10<791::AID-NAG941>3.0.CO;2-6
Sheng D, Eigenbrod KD, Wriggers P (2005) Finite element analysis of pile installation using large-slip frictional contact. Comput Geotech 32(1):17–26. doi:10.1016/j.compgeo.2004.10.004
Hügel H, Henke S, Kinzler S (2008) High-performance Abaqus simulations in soil mechanics. In: Proceedings of Abaqus users conference, pp 192–205
Sheng D, Nazem M, Carter JP (2009) Some computational aspects for solving deep penetration problems in geomechanics. Comput Mech 44(4):549–561
Dijkstra J, Broere W, Heeres OM (2011) Numerical simulation of pile installation. Comput Geotech 38(5):612–622. doi:10.1016/j.compgeo.2011.04.004
Dijkstra J, Broere W, van Tol AF (2009) Eulerian simulation of the installation process of a displacement pile. In: Contemporary topics in in situ testing, analysis, and reliability of foundations. American Society of Civil Engineers, Reston, pp 135–142
Qiu G, Henke S, Grabe J (2011) Application of a coupled Eulerian–Lagrangian approach on geomechanical problems involving large deformations. Comput Geotech 38(1):30–39
Pucker T, Grabe J (2012) Numerical simulation of the installation process of full displacement piles. Comput Geotech 45(0):93–106. doi:10.1016/j.compgeo.2012.05.006
Mahutka K, König F, Grabe J (2006) Numerical modelling of pile jacking, driving and vibratory driving. In: Triantafyllidis T (ed) Proceedings of the international conference on numerical modelling of construction processes in geotechnical engineering for urban environment, pp 235–246
Liyanapathirana D (2009) Arbitrary Lagrangian Eulerian based finite element analysis of cone penetration in soft clay. Comput Geotech 36(5):851–860
Tolooiyan A, Gavin K (2011) Modelling the cone penetration test in sand using cavity expansion and arbitrary lagrangian eulerian finite element methods. Comput Geotech 38(4):482–490. doi:10.1016/j.compgeo.2011.02.012
Abu-Farsakh M, Rosti F, Souri A (2015) Evaluating pile installation and subsequent thixotropic and consolidation effects on setup by numerical simulation for full-scale pile load tests. Can Geotech J 52(11):1734–1746
Rosti F, Abu- Farsakh M Numerical Simulation of Pile Installation and Setup for Bayou Lacassine Site. In: IFCEE 2015, 2015.
Elias MB (2008) Numerical simulation of pile installation and setup. Dissertation, The University of Wisconsin, Milwaukee, WI
Fakharian K, Attar I, Haddad H (2013) Contributing factors on setup and the effects on pile design parameter. In: Proceeding of the 18 th international conference on soil mechanics and geotechnical engineering. Paris
Kurup P, Voyiadjis G, Tumay M (1994) Calibration chamber studies of piezocone test in cohesive soils. J Geotech Eng 120(1):81–107
Systèmes D (2012) Abaqus 6.12 User’s manual. Dessault Systémes Simulia Corp, Providence, USA
Tekeste M, Raper R, Tollner E, Way T (2007) Finite element analysis of cone penetration in soil for prediction of hardpan location. Trans ASABE 50(1):23–31
Abu-Farsakh M, Tumay M, Voyiadjis G (2003) Numerical parametric study of piezocone penetration test in clays. Int J Geomech 3(2):170–181
Ahmadi M, Robertson P (2008) A numerical study of chamber size and boundary E ects on CPT tip resistance in NC Sand. Scientia Iranica 15(5):541–553
O’Neill MW, Lecture) (2001) Side resistance in piles and drilled shafts. J Geotech Geoenviron Eng 127(1):3–16
Yu-nong L, Jing-pei L (2009) Behavior of the penetration process of model jacked pile in layered soil. Electron J Geotech Eng 14(Bund. P):1–10
Society CG (2006) Canadian Foundation Engineering Manual. Can Geotech Soc
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Funding
No funding information available.
Rights and permissions
About this article
Cite this article
Khanmohammadi, M., Fakharian, K. Numerical Simulation of Soil Stress State Variations due to Mini-Pile Penetration in Clay. Int J Civ Eng 16, 409–419 (2018). https://doi.org/10.1007/s40999-016-0141-z
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s40999-016-0141-z