Abstract
In this study, the effects of groundwater level (GWL) fluctuation on settlements of footing and pile in sand were investigated based on results from the centrifuge tests. The effect of GWL fluctuation was significant yet different depending on the type of foundation. Settlements induced by GWL fluctuation were 7.06% (141.2 mm) and 9.13% (27.4 mm) of footing width and pile diameter, respectively, indicating that pile was less sensitive to GWL fluctuation. Settlements of both footing and pile were larger during rising GWL than during falling GWL. With an increase in load level, GWL-induced settlement additionally occurred for both footing and pile. From the particle image velocimetry method (PIV), it was shown that the effect of GWL fluctuation was more significant in a zone with higher load. The load transfer relationship of pile before and after GWL fluctuation revealed that the skin friction increased in the middle part of pile and decreased in the near-surface and lower near-pile tip zones. The FE analysis was performed, and the extended lower-bound (ELB) curves of footing and pile were proposed based on the settlement ratio to quantitatively characterize the effect of GWL fluctuation.
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Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
References
Abaqus (2012) Abaqus analysis user’s manual: Abaqus 6.12–2. SIMULIA, Providence, RI
Agarwal KB, Rana MK (1987) Effect of ground water on settlement of footings in sand. In: Vol. 2 of Proc., 9th European Conf. On Soil Mechanics and Foundation Eng, Dublin, pp 751–754
Al-Khazaali M, Vanapalli SK (2017) Experimental model to investigate the axial force-displacement behavior of a pipeline in unsaturated sandy soil. In: Proc., 70th Canadian Geotechnical Conf. Canadian Geotechnical Society, Richmond, BC, Canada
Al-Khazaali M, Vanapalli SK (2019) Experimental investigation of single model pile and pile group behavior in saturated and unsaturated sand. J Geotech Geoenviron Eng 145(12):04019112. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002176
Bazaraa ARSS (1967) Use of the standard penetration test for estimating settlements of shallow foundations on sand. Dissertation, University of Illinois at Urbana-Champaign
Bob M, Rahman N, Elamin A, Taher S (2015) Rising groundwater levels problem in urban areas: a case study from the central area of Madinah City, Saudi Arabia. Arab J Sci Eng 41(4):1461–1472. https://doi.org/10.1007/s13369-015-1976-3
Borghei A, Ghayoomi M, Turner M (2020) Effects of groundwater level on seismic response of soil–foundation systems. J Geotech Geoenviron Eng 146(10):04020110. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002359
CEN (2004) Eurocode 7 Geotechnical design. Part 1: General rules. Final Draft, EN 1997–1:2004 (E), (F)and (G), November 2004. Brussels: European Committee for Standardization
Cheng X, Tan M, Vanapalli S (2021) Simple approaches for the Design of Shallow and Deep Foundations for unsaturated soils II: numerical techniques. Indian Geotech J 51(1):115–126. https://doi.org/10.1007/s40098-021-00500-3
Cheng X, Vanapalli SK (2021) Prediction of the nonlinear behavior of laterally loaded piles in unsaturated soils. Comput Geotech 140:104480. https://doi.org/10.1016/j.compgeo.2021.104480
Cheng X, Vanapalli SK (2023) Prediction of the end-bearing capacity of axially loaded piles in saturated and unsaturated soils based on the stress characteristics method. Int J Geomech 23(7):04023104
Cox DW (1994) The effects of changing groundwater levels on construction in the City of London. In: Groundwater problems in urban areas: Proc. the international conference organized by the Institution of Civil Engineers and held in. Thomas Telford, London, PA, pp 263–277
Coyle HM, Castello RR (1981) New design correlations for piles in sand. J Geotech Eng Div 107(7):965–986
Fredlund DG (2014) The emergence of unsaturated soil mechanics. Can Geotech J 51(12):ix–x. https://doi.org/10.1139/cgj-2014-0095
Garnier J, Gaudin C, Springman SM et al (2007) Catalogue of scaling laws and similitude questions in geotechnical centrifuge modelling. Int J Phys Model Geotech 7(3):01–23. https://doi.org/10.1680/ijpmg.2007.070301
Gattinoni P, Scesi L (2017) The groundwater rise in the urban area of Milan (Italy) and its interactions with underground structures and infrastructures. TunnUndergr Space Technol 62:103–114. https://doi.org/10.1016/j.tust.2016.12.001
Hansen JB (1966) Improved settlement calculation for sand. In: Bulletin No. 20 of Danish geotechnical institute. Copenhagen, Denmark, pp 15–19
Hardin BO, Black WL (1966) Sand stiffness under various triaxial stresses. J Soil Mech Found Eng Div 92(2):27–42
Kim I (2020) Effects of groundwater level and phase change in soil moisture on load carrying performance of foundation and state soil properties. Dissertaion, Yonsei University
Kim I, Kim G, Lee J (2022) Centrifuge investigation of groundwater-induced footing settlement in sand considering rising and falling GWL phases. J Geotech Geoenviron Eng 148(11):04022104. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002920
Lalicata LM, Desideri A, Casini F, Thorel L (2019) Experimental observation on laterally loaded pile in unsaturated silty soil. Can Geotech J 56(11):1545–1556. https://doi.org/10.1139/cgj-2018-0322
Lalicata LM, Rotisciani GM, Desideri A, Casini F (2022) A numerical model to study the response of piles under lateral loading in unsaturated soils. Geosciences 12(1):1. https://doi.org/10.3390/geosciences12010001
Ma L, Tian T (2019) The influence of groundwater level rise on bearing capacity of Sand Foundation. In: Vol. 305(2) of IOP conference series: earth and environmental science. IOP publishing, p 022089
Meyerhof GG (1963) Some recent research on the bearing capacity of foundations. Can Geotech J 1(1):16–26
Meyerhof GG (1976) Bearing capacity and settlement of pile foundations. J Geotech Eng Div 102(3):197–228
Morgan AB, Sanjay KS, Sivakugan N (2010) An experimental study on the additional settlement of footings resting on granular soils by water table rise. Soils Found 50(2):319–324. https://doi.org/10.3208/sandf.50.319
Park D, Kim I, Kim G, Lee J (2017) Groundwater effect factors for the load-carrying behavior of footings from hydraulic chamber load tests. Geotech Test J 40(3):440–451. https://doi.org/10.1520/GTJ20160078
Park D, Kim I, Kim G, Lee J (2019) Effect of groundwater fluctuation on load carrying performance of shallow foundation. Geomech Eng 18(6):575–584. https://doi.org/10.12989/gae.2019.18.6.575
Park D, Lee J (2015) Comparative analysis of various interaction effects for piled rafts in sands using centrifuge tests. J Geotech Geoenviron Eng 141(1):04014082. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001183
Park JY, Song YS (2020) Laboratory experiment and numerical analysis on the precursory hydraulic process of rainfall-induced slope failure. Adv Civ Eng 2020:1–12. https://doi.org/10.1155/2020/2717356
Phoban H, Seeboonruang U, Lueprasert P (2021) Numerical modeling of single pile behaviors due to groundwater level rising. Appl Sci 11(13):5782. https://doi.org/10.3390/app11135782
Preene M (2000) Assessment of settlements caused by groundwater control. In: Vol. 143(4) of Proc. Institution of Civil Engineers-Geotechnical Eng, pp 177–190. https://doi.org/10.1680/eng.2000.-143.4.177
Roh Y, Kim I, Kim G, Lee J (2019) Comparative analysis of axial load capacity for piled-raft foundation with changes in groundwater level. KSCE J of Civ Eng 23:250–4258. https://doi.org/10.1007/s12205-019-0239-3
Saowiang K, Giao PH (2021) Numerical analysis of subsurface deformation induced by groundwater level changes in the Bangkok aquifer system. Acta Geotech 16(4):1265–1279. https://doi.org/10.1007/s11440-020-01075-8
Shahriar MA, Sivakugan N, Das BM (2012) Settlements of shallow foundations in granular soils due to rise of water table—a critical review. Int J Geotech Eng 6(4):515–524. https://doi.org/10.3328/IJGE.2012.06.04.515-524
Shahriar MA, Sivakugan N, Das BM et al (2015) Water table correction factors for settlements of shallow foundations in granular soils. Int J of Geomech 15(1):06014015. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000391
Stanier SA, Blaber J, Take WA, White DJ (2016) Improved image-based deformation measurement for geotechnical applications. Can Geotech J 53(5):727–739. https://doi.org/10.1139/cgj-2015-0253
Stewart MA, McCartney JS (2014) Centrifuge modeling of soil-structure interaction in energy foundations. J Geotech Geoenviron Eng 140(4):04013044. https://doi.org/10.1061/(ASCEGT.1943-5606.0001061
Turner MM, Ghayoomi M, Ueda K, Uzuoka R (2022) Performance of rocking foundations on unsaturated soil layers with variable groundwater levels. Géotechnique 72(11):984–997. https://doi.org/10.1680/jgeot.20.P.221
Vanapalli S, Oh WT (2021) Analytical and numerical methods for prediction of the bearing capacity of shallow foundations in unsaturated soils. Soils Rocks 44(3):1–18. https://doi.org/10.28927/SR.2021.066521
Vanapalli SK, Mohamed FMO (2007) Bearing capacity of model footings in unsaturated soils. In: Experimental unsaturated soil mechanics. Springer, Berlin Heidelberg, pp 483–493. https://doi.org/10.1007/3-540-69873-6_48
Vargas M (1961) Foundations of tall buildings on sands in Sao Paulo, Brazil. In: Vol. 1 of Proc., 5th Int. Conf. On soil mechanics and foundation Eng. Dunod, Paris, pp 841–843
Yao Y, Zhang M, Deng Y et al (2021) Evaluation of environmental engineering geology issues caused by rising groundwater levels in Xi’an, China. Eng Geol 294:106350. https://doi.org/10.1016/j.enggeo.2021.106350
Acknowledgments
This work was supported by the Basic Science Research Program through the National Research Foundation of Korea and Korea Agency for Infrastructure Technology Advancement with grants funded by the government of Korea (Nos. 2020R1A2C201196615 and RS-2020-KA156488).
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Lee, J., Lee, J. Compared analysis of settlements for deep and shallow foundations with groundwater fluctuation using centrifuge tests. Bull Eng Geol Environ 83, 215 (2024). https://doi.org/10.1007/s10064-024-03722-w
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DOI: https://doi.org/10.1007/s10064-024-03722-w