Abstract
Detailed particle breakage adjacent to a pile has great influence on the settlement and bearing capacity of a pile foundation. Before the pile test, coral sand was divided into different grain-size groups and dyed in different colors, then mixed as the ground soil. After pile penetration, the sand around the pile was divided into many zones and sampled. Grains in different colors in each size range of each sample were discerned quantitatively. Results show that the settlement curve dropped fast and the skin friction of pile was small due to the obvious particle breakage. In each zone, the actual particle breakage in each size range was different from the change in relative mass percentage, and the lost of angular edges is the dominant type of particle breakage under the bottom pressure of pile. The index Bag, excluding the interference effect of size overlap between fragments and unbroken grains in each size range, was slightly larger than Bg for most zones around the pile. The breakage-zone was limited to 1.5 times of the pile diameter at the radial direction and 2.5 times at the depth direction, which is much deeper than that in silica sand. Particle breakage at some distance from pile bottom is larger than that at the very bottom of the pile due to the shearing effect in the sand. Detailed particle breakage around the pile is useful in studying the interaction between the pile and crushable granular soil.
References
Alba JL, Audibert JME (1999) Pile design in calcareous and carbonaceous granular materials. In: Proceedings of 2nd international conference on engineering for calcareous sediments, Bahrain, pp 29–43
Altuhafi F, Jardine RJ (2011) Effect of particle breakage and strain path reversal on the properties of sands located near to driven piles. In: Proceedings of 5th international symposium on deformation characteristics of geomaterials, Seoul, pp 388–395.
Altuhafi F, O’Sullivan C, Cavarretta I (2013) Analysis of an image-based method to quantify the size and shape of sand particles. J Geotech Geoenviron 139(8):1290–1307. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000855
Altuhafi F, Jardine RJ, Georgiannou VN, Moinet W (2018) Effects of particle breakage and stress reversal on the behaviour of sand around displacement piles. Geotechnique 68(6):546–555
ASTM D (1994) Standard test method for specific gravity of soil solids by gas pycnometer. Annu Book standards 4:376–379
Cao GW, Chen ZX, Wang CL, Ding XM (2020) Dynamic responses of offshore wind turbine considering soil nonlinearity and wind-wave load combinations. Ocean Eng 63:19–35.
Casini F, Viggiani GM, Springman SM (2013) Breakage of an artificial crushable material under loading. Granul Matter 15(5):661–673
Coop MR, Sorensen KK, FreitasT B, Georgoutsos G (2004) Particle breakage during shearing of a carbonate sand. Geotechnique 54(3):157–163
Daouadji A, Hicher PY (2010) An enhanced constitutive model for crushable granular materials. Int J Numer Anal Methods Geomech 34(6):555–580
Datta M, Gulhati SK, Rao GV (1979) Crushing of calcareous sands during shear. In: Proceedings of 11th ann. offshore technol. conf., Houston, TX, pp 1459–1467
De AJC, Wang XZ, Roberts KJ (2005) Multi–scale segmentation image analysis for the in–process monitoring of particle shape with batch crystallisers. Chem Eng Sci 60(4):1053–1065
Ding XM, Zhang YL, Wu Q, Chen ZX, Wang CL (2021). Shaking table tests on the seismic responses of underground structures in coral sand. Tunn Undergr Sp Tech, 109:103775
Einav I (2007a) Breakage mechanics—part I: theory. J Mech Phys Solids 55(6):1274–1297
Einav I (2007b) Fracture propagation in brittle granular matter. Proc R Soc A Math Phys Eng Sci 463(2087):3021–3035
Golightly CR, Hyde AFL (1988) Some fundamental properties of carbonate sands. In: Proceedings of the international conference on calcareous sediments, Perth, Australia, vol 1, pp 69–78
Hardin BO (1985) Crushing of soil particles. J Geotech Eng 111(10):1177–1192
Håkansson I, Lipiec J (2000) A review of the usefulness of relative bulk density values in studies of soil structure and compaction. Soil Tillage Res 53(2):71–85
Jin YF, Yin ZY, Wu ZX, Zhou WH (2018) Identifying parameters of easily crushable sand and application to offshore pile driving. Ocean Eng 154:416–429
Kuwajima K, Hyodo M, Hyde AF (2009) Pile bearing capacity factors and soil crushability. J Geotech Geoenviron Eng 135(7):901–913
Liu BL, Yang H, Karekal S (2020) Effect of water content on argillization of mudstone during the tunnelling process. Rock Mech Rock Eng 53(2):799–813
Liu F, Yi J, Cheng P, Yao K (2020) Numerical simulation of set-up around shaft of XCC pile in clay. Geomech Eng 21(5):489–501
Liu S, Wang J (2016) Depth-independent cone penetration mechanism by a discrete element method (DEM)-based stress normalization approach. Can Geotech J 53(5):871–883
Lobo-Guerrero S, Vallejo LE (2007) Influence of pile shape and pile interaction on the crushable behavior of granular materials around driven piles: DEM analyses. Granul Matter 9(3–4):241
Luan L, Ding X, Zheng C, Kouretzis GP, Wu Q (2019) Dynamic response of pile groups subjected to horizontal loads. Can Geotech J. https://doi.org/10.1139/cgj-2019-0031
Luan L, Zheng C, Kouretzis GP, Ding X (2020) Dynamic analysis of pile groups subjected to horizontal loads considering coupled pile-to-pile interaction. Comput Geotech 2020:117. https://doi.org/10.1016/j.compgeo.2019.103276
Ma, GL, He X, Jiang X, Liu HL, Xiao Y (2020) Strength and permeability of bentonite-assisted biocemented coarse sand. Can Geotech J. https://doi.org/10.1139/cgj-2020-0045
Mao WW, Hamaguchi H, Koseki J (2020) Discrimination of particle breakage below pile tip after model pile penetration in sand using image analysis. Int J Geomech 20(1):04019142
Marsal RJ (1967) Large-scale testing of rockfill materials. J Soil Mech Found Div 93(2):27–43
Meng K, Cui CY, Li HJ (2020) An ontology framework for pile integrity evaluation based on analytical methodology. IEEE Access 8(99):1
Meyerhof GG (1951) The ultimate bearing capacity of foudations. Geotechnique 2(4):301–332
Mohammadi SD, Nikoudel MR, Rahimi H, Khamehchiyan M (2008) Application of the Dynamic Cone Penetrometer (DCP) for determination of the engineering parameters of sandy soils. Eng Geol 101(3–4):195–203
Ohm HS, Hryciw RD (2013) Translucent segregation table test for sand and gravel particle size distribution. Geotech Test J 36(4):592–605
Ovalle C, Dano C, Hicher PY, Cisternas M (2015) Experimental framework for evaluating the mechanical behavior of dry and wet crushable granular materials based on the particle breakage ratio. Can Geotech J 52(5):587–598
Peng Y, Ding X, Xiao Y, Chu J, Deng W (2019) Study of particle breakage behaviour of calcareous sand by dyeing tracking and particle image segmentation method. Rock Soil Mech 40(7):2663–2672
Peng Y, Ding X, Xiao Y, Deng X, Deng W (2020) Detailed amount of particle breakage in non-uniformly graded sands under one-dimensional compression. Can Geotech J 57:1239–1246
Peng Y, Ding XM, Zhang Y, Wang CL, Wang CY (2021) Evaluation of the particle breakage of calcareous sand based on the detailed probability of grain survival: an application of repeated low-energy impacts. Soil Dyn Earthq Eng 141:106497
Poulos HG, Chua EW (1985) Bearing capacity of foundations on calcareous sand. In: Proceedings of 11th international conference on soil mechanics and foundation engineering, San Francisco, CA, vol 3, pp 1619–1622
Tanaka K, Yasufuku N, Murata H, Hiyodo M (1995) Engineering properties of carbonate sands and skin friction of pile in sands. Doboku Gakkai Ronbunshu 1995(523):99–109
Tong CX, Burton GJ, Zhang S, Sheng D (2020) Particle breakage of uniformly graded carbonate sands in dry/wet condition subjected to compression/shear tests. Acta Geotech. https://doi.org/10.1007/s11440-020-00931-x
Tong CX, Zhang KF, Zhang S, Sheng D (2019) A stochastic particle breakage model for granular soils subjected to one-dimensional compression with emphasis on the evolution of coordination number. Comput Geotech 112:72–80
Tovar-Valencia RD, Galvis-Castro A, Salgado R, Prezzi M (2017) Effect of surface roughness on the shaft resistance of displacement model piles in sand. J Geotech Geoenviron Eng 144(3):04017120
Tsoungui O, Vallet D, Charmet JC (1999) Numerical model of crushing of grains inside two-dimensional granular materials. Powder Technol 105(1–3):190–198
Wang J, Zhao B (2014) Discrete-continuum analysis of monotonic pile penetration in crushable sands. Can Geotech J 51(10):1095–1110
Wang Z, Li C, D X, (2019) Application of transparent soil model tests to study the soil-rock interfacial sliding mechanism. J Mt Sci 16(4):935–943
White DJ, Bolton MD (2004) Displacement and strain paths during plane-strain model pile installation in sand. Geotechnique 54(6):375–397
Wu Y, Yamamoto H, Yao Y (2013) Numerical study on bearing behavior of pile considering sand particle crushing. Geomech Eng 5(3):241–261
Xiao Y, Liu H, Chen H, Stuedlein AW, Evans TM, Chu J, Liang Cheng, Jiang NJ, Lin H, Liu HL, Aboel-Naga HM (2020) Restraint of particle breakage by biotreatment method. J Geotech Geoenviron Eng 146(11):04020123
Xiao Y, Yuan Z, Chu J, Liu H, Huang J, Luo SN, Lin J (2019) Particle breakage and energy dissipation of carbonate sands under quasi-static and dynamic compression. Acta Geotech 14(6):1741–1755
Yamamoto N, Randolph MF, Einav I (2009) A numerical study of the effect of foundation size for a wide range of sands. J Geotech Geoenviron Eng 135(1):37–45
Yang ZX, Jardine RJ, Zhu BT, Foray P, Tsuha CHC (2010) Sand grain crushing and interface shearing during displacement pile installation in sand. Geotechnique 60(6):469–482
Yasufuku N, Ochiai H, Ohno S (2001) Pile end-bearing capacity of sand related to soil compressibility. Soils Found 41(4):59–71
Zhang C, Einav I, Nguyen GD (2013) The end-bearing capacity of piles penetrating into crushable soils. Geotechnique 63(5):341–354
Zhang C, Yang ZX, Nguyen GD, Jardine RJ, Einav I (2014) Theoretical breakage mechanics and experimental assessment of stresses surrounding piles penetrating into dense silica sand. Geotech Lett 4(1):11–16
Zheng WB, Hu XL, Tannant DD (2020) Shape characterization of fragmented sand grains via x-ray computed tomography imaging. Int J Geomech 20(3):04020003.1-04020003.14
Zheng WB, Hu XL, Tannant DD, Zhang K, Xu C (2019) Characterization of two-and three-dimensional morphological properties of fragmented sand grains. Eng Geol 263(20):105358
Acknowledgements
This work was supported by the National Natural Science Foundation of China with Grant Number 51878103 and 41831282; Fundamental Research Funds for the Central Universities with Grant ID 2019CDJDTM0007).
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare that they have no conflict of interest.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Peng, Y., Liu, H., Li, C. et al. The detailed particle breakage around the pile in coral sand. Acta Geotech. 16, 1971–1981 (2021). https://doi.org/10.1007/s11440-020-01089-2
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11440-020-01089-2