[1] Meyerhof, G. G. (1976). Bearing capacity and settlement of pile foundations. J. Geotech. Engrg. Div., 102(3), 197–228.
[2] O’Neill, M. W. (1994). Review of augured pile practice outside the United States. Washington, Transportation Research Board, 3–9.
[3] Selby, A. R. (1991). Ground vibrations caused by pile installation. In: 4th Int. Conf. on Piling and Deep Foundations, Deep Foundation Institute, Stresa, Italy, 497–502.
[4] Woods, R. D. (1997). Dynamic effects of pile installations on adjacent structures. Washington. Washington, Transportation Research Board, 11–18.
[5] Svinkin, M. R. (2006). Mitigation of soil movements from pile driving. Pract. Period. Struct. Des. Constr., 11(2), 80–85. https://doi.org/10.1061/(ASCE)1084-0680(2006)11:2(80)
[6] Deeks, A. D., White, D. J., & Bolton, M. D. 2005. A comparison of jacked, driven and bored piles in sand. In: 16th international conference on soil mechanics and geotechnical engineering. Amesterdam. IOS Press. 2103-2106.
[7] O’Neill, M. W., and Reese, L. C. (1999). Drilled shafts: Construction procedures and design methods. Washington, U.S. Department of Transportation Federal Highway Administration, 243-251
[8] Brown, D. A., Dapp, S. D., Thompson,W.R., and Lazarte,C. A. (2007). Design and construction of continuous flight auger piles. Washington, Federal Highway Administration, 33-35
[9] Bruce DA (1986). Enhancing the performance of large diameter piles by grouting. Ground Eng 19(4):9–15
[10] Mullins G, Winters D, Dapp S (2006). Predicting end bearing capacity of post-grouted drilled shaft in cohesionless soils. J Geotech Geoenviron Eng 132(4):478–487. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:4(478)
[11] AASHTO. (2010). LRFD bridge design specifications. Washington, American Association of State Highway and Transportation Officials,
[12] Useche-Infante, D. J., Aiassa-Martinez, G. M., Arrua, P. A., & Eberhardt, M. (2022). Performance evaluation of post-grouted drilled shafts: a review. Innovative Infrastructure Solutions, 7(3), 230. https://doi.org/10.1007/s41062-022-00830-y
[13] Zhou Z, Xie Y. (2019). Experiment on improving bearing capacity of pile foundation in loess area by postgrouting. Adv Civ Eng. https://doi.org/10.1155/2019/9250472.
[14] Gerbaudo CF, Zeballos ME, Gerbaudo G, Zecchin E, Figliozzi L. (2015). Post-grouted drilled shaft behavior. From Fundam Appl Geotech 1:398–405. https://doi.org/10.3233/ 978-1-61499-603-3-398
[15] Huynh, V. H., Nguyen, T., Nguyen, D. P., Nguyen, T. S., & Nguyen, T. C. (2022). A novel direct SPT method to accurately estimate ultimate axial bearing capacity of bored PHC nodular piles with 81 case studies in Vietnam. Soils and Foundations, 62(4), 101163. https://doi.org/10.1016/j.sandf.2022.101163
[16] Nguyen, T., Ly, D. K., Shiau, J., & Nguyen-Dinh, P. (2024). Optimizing load-displacement prediction for bored piles with the 3mSOS algorithm and neural networks. Ocean Engineering, 304, 117758. https://doi.org/10.1016/j.oceaneng.2024.117758
[17] Luo, W., & Deng, S. (2024). A rubber-coated bored pile in isolating metro-induced vibrations: Concept, analytical and in-situ investigation. Construction and Building Materials, 426, 136094. https://doi.org/10.1016/j.conbuildmat.2024.136094
[18] JokÅ«baitis, A., Skuodis, Š., Šneideris, A., Zavalis, R. (2024). Application of non-destructive methods for bored concrete piles installed 34 years ago. Case Studies in Construction Materials, 20, e03104. https://doi.org/10.1016/j.cscm.2024.e03104
[19] Zeng, B., Zhang, D. W., Yang, S. S., Hou, J., Zhang, A. J., Cheng, C. H., He, L. (2024). Performance enhancement of large diameter bored pile reinforced by cement-soil in clay under static and cyclic loadings. In Structures (Vol. 60, p. 105923). Elsevier. https://doi.org/10.1016/j.istruc.2024.105923
[20] Yu, Y. C., Ren, W. X., Yin, Y. G., Luo, X. G. (2023). Numerical simulation and field tests on vertical load bearing behaviour of bored root piles. Computers and Geotechnics, 159, 105453. https://doi.org/10.1016/j.compgeo.2023.105453
[21] Han, F., Salgado, R., Prezzi, M., Lim, J. (2017). Shaft and base resistance of non-displacement piles in sand. Computers and Geotechnics, 83, 184-197. https://doi.org/10.1016/j.compgeo.2016.11.006
[22] Zhang, Q. Q., Feng, R. F., Yu, Y. L., Liu, S. W. Qian, J. G. (2019). Simplified approach for prediction of nonlinear response of bored pile embedded in sand. Soils and Foundations, 59(5), 1562-1578. https://doi.org/10.1016/j.sandf.2019.07.011
[23] Shalabi, F. I., Saleem, M. U., Qureshi, H. J., Arifuzzaman, M., Khan, K., & Rahman, M. M. (2023). 3D FE analysis of bored pile-pile cap interaction in sandy soils under axial compression-parametric study. Journal of Engineering Research, 11(4), 301-313. https://doi.org/10.1016/j.sandf.2019.07.011
[24] Mohammad Alinejad, R., Bayat, M., Nadi, B., & Pakbaz, M. S. (2021). Response of pile group adjacent to a slope crest under static axial loading. Arabian Journal of Geosciences, 14, 1-12. https://doi.org/10.1007/s12517-021-09123-7
[25] Alinejad, R. M., Bayat, M., Nadi, B., & Pakbaz, M. S. (2023). Experimental Study of Axially Loaded Pile Group Near a Sloping Ground. Periodica Polytechnica Civil Engineering, 67(2), 382-391. https://doi.org/10.3311/PPci.18334
[26] Mohammad Alinejad, R., & Bayat, M. (2024). Investigating the Behavior of Single Pile and Adjacent Pile Group of Sandy Slope under Uplift Loading. Journal of Civil and Environmental Engineering.https://doi.org/10.22034/ceej.2024.61105.2343
[27] Mohammad-Alinejad, R., Bayat, M., Nadi, B., & Pakbaz, M. S. (2023). Effect of degree of freedom of movement on the bearing capacity and efficiency coefficient of pile group adjacent to sandy slope. Journal of Structural and Construction Engineering, 10(1), 95-113. https://doi.org/10.22065/jsce.2022.321897.2678
[28] Bolognesi, AJL, Moretto, O. (1973). Stage grouting preloading of large piles on sand. In: Proceedings of 8th ICSME, Moscow, p 20
[29] Gouvenot D, Gabiax, FD. (1975). A new foundation technique using piles sealed by concrete under high pressure. In: Proceedings of the 7th annual offshore technical conference, vol 2, Houston, Texas, paper no. OTC 2310, pp 641–656
[30] Stocker, M. (1983.) Influence of post-grouting on the load-bearing capacity of bored piles. In: Proceedings of the European conference on soil mechanics and foundation engineering. Balkema, Helsinki, pp 167–70
[31] Zhou Z, Xu F, Lei J, Bai Y, Chen C, Xu T, Zhang Z, Zhu L, Liu T. (2021). Experimental study of the infuence of diferent holeforming methods on the bearing characteristics of post-grouting pile in Loess Areas. Geotech Transp 27:1–12. https://doi.org/10. 1016/j.trgeo.2020.100423
[32] Nguyen TD, Lai VQ, Phung DL, Duong, TP. (2019) Shaft resistance of shaft-grouted bored piles and barrettes recently constructed in Ho Chi Minh city. Geotech Eng J SEAGS AGSSEA 50(3):155–162.
[33] Loehr, J. E., Marinucci, A., Duffy, P. H., Gomez, J., Robinson, H., Day, T. Cadden, A. (2017). Evaluation and guidance development for post-grouted drilled shafts for highways. Washington, Federal Highway Administration. 30-35.
[34] Zheng (2018) Finite element analysis on bearing capacity of post-grouting bored pile with the HS-small model and the HS model. In: Proceedings of 2018 international conference on civil and hydraulic engineering:. https://doi.org/10.1088/1755-1315/189/2/022087
[35] Liu, S. W., Zhang, Q. Q., Li, H. T., Yu, X. T., Liu, G. H., & Cui, W. (2023). An analysis method for the response of combined side-and-tip grouting pile. Acta Geotechnica, 18(7), 3715-3729. http://dx.doi.org/10.1007/s11440-022-01788-y
[36] Wang, Z., Huang, L., Dai, G., Li, F., & Ma, T. (2024). Experimental Study on Grouting Effect of Combined Post-Grouting Piles in Cohesive Soil. Journal of Testing and Evaluation, 52(1). http://dx.doi.org/10.1520/JTE20230341
[37] Wan, Z., Liu, H., Zhou, F., & Dai, G. (2022). Axial bearing mechanism of post-grouted piles in calcareous sand. Applied Sciences, 12(5), 2731. https://doi.org/10.3390/app12052731
[38] Wan, Z. H. Qi, K. Hu, T.,Guo, Z. L, Zhou, F. Dai, G. L. (2024). Experimental study on the durability of cement-stabilized soil for post-grouted piles in calcareous sand under marine environment. Marine Georesources & Geotechnology, 1-18. https://doi.org/10.1080/1064119X.2024.2434055
[39] Wu, Y., Zhang, X., Zhao, C., & Zhao, C. (2023). Effects of soil unloading and grouting on the vertical bearing mechanism for compressive piles. Ocean Engineering, 271, 113754. http://dx.doi.org/10.1016/j.oceaneng.2023.113754
[40] Cao, S., Wang, Q., Ma, J., Xiao, Z., Li, C., Yang, Y., & Wang, J. (2024). Experimental Investigation of Vertical Bearing Characteristics of Composite Post-grouting Piles in Sandy Soil. International Journal of Civil Engineering, 22(2), 303-315. http://dx.doi.org/10.1007/s40999-023-00899-1
[41] Kong, D., Li, H., & Gan, W. (2022). Study on Vertical Load-Carrying Capacity of Post-Grouting Bored Piles. Applied Sciences, 12(15), 7452. https://doi.org/10.3390/app12157452
[42] Wu, Y., Deng, Y., Zhang, X., Liu, L., Zhao, C., & Zhang, J. (2024). Grout Diffusion Mechanism along the Pile Shaft during the Process of Pile Tip Post-Grouting in Sand. Applied Sciences, 14(13), 5389. https://doi.org/10.3390/app14135389
[43] Wang, J., Jin, T., Qin, W., & Zhang, F. (2024). Performance evaluation of post-grouting for bored piles installed in inhomogeneous gravel pebble stratum overlaid by deep and soft soil layers. Geomechanics and Geoengineering, 19(1), 77-95. https://doi.org/10.1080/17486025.2023.2181406
[44] Tao, H., Zhihui, W., Guoliang, D., Weiming, G., & Zheng, Z. (2022). Regression analysis and optimization for grouting pressure of post-grouting pile in saturated soil. Journal of Southeast University/Dongnan Daxue Xuebao, 52(5). https://doi.org/10.3969/j.issn.1001-0505.2022.05.007
[45] Huang, L., Gao, R., Chi, J., & Yan, X. (2024). Study on load-bearing behaviors of prestressed post-grouting tubular piles in the karst region of northern Fujian Province, China. Frontiers in Earth Science, 12, 1387028. http://dx.doi.org/10.3389/feart.2024.1387028
[46] Wu, Y., Deng, Y., Zhang, X., Zhao, C., & Zhao, C. (2023). Modeling of Grout Returned Height for Postgrouting at Pile Tip Considering the Soil Unloading and Time-Dependent Behavior of Cement Viscosity Effects. International Journal of Geomechanics, 23(8), 04023127. https://doi.org/10.1061/IJGNAI.GMENG-8438
[47] Thiyyakkandi S, McVay M, Bloomquist D, Lai P. (2014). Experimental study, numerical modeling of and axial prediction approach to base grouted drilled shafts in cohesionless soils. Acta Geotech 9:439–454.
[48] Youn, H. Tonon, F. (2010). Numerical analysis on post-grouted drilled shafts: a case study at the Brazo River Bridge, TX. Comput Geotech 37:456–465. https://doi.org/10.1016/j.compgeo. 2010.01.005.
[49] Salem, T. El-Basset, O. H. Hassan, R. (2024). 3D Numerical Analysis of Post-Grouted Piles. Indian Geotechnical Journal, 54(4), 1562-1583. http://dx.doi.org/10.1007/s40098-023-00832-2
[50] Hu, T. Wan, Z. Dai, G., Gong, W. Fang, B. (2024). Prediction and design of grouting parameters for long and large-diameter postgrouted drilled shafts. International Journal of Geomechanics, 24(2), 04023265. http://dx.doi.org/10.1061/IJGNAI.GMENG-8965
[51] Huang, S. G. Zhang, T., Cao, H. (2022). A calculation model of grout migration height for post-grouting technology. Applied Sciences, 12(13), 6327. https://doi.org/10.3390/app12136327
[52] Zhang, J., Zhao, C., Zhao, C. Wu, Y. (2024, May). Field test on application of tip grouting in enlarged head cast-in-place bored pile. In: Earth and Environmental Science . IOP Publishing, Vol. 1336, No. 1, p. 012041 http://dx.doi.org/10.1088/1755-1315/1336/1/012041
[53] Hu, H., Jin, Q., Yang, F., Zhou, J., Ma, J., Gong, X., & Guo, J. (2022). A novel method for testing the effect of base post-grouting of super-long piles. Applied Sciences, 12(21), 10996. https://doi.org/10.3390/app122110996
[54] Thiyyakkandi, S. (2024). Post-Grouted Deep Foundations: Individual and Group Responses. Indian Geotechnical Journal, 54(1), 301-314. http://dx.doi.org/10.1007/s40098-023-00739-y
[55] Su, S., Wang, X. Lv, S. (2023). Experimental Study on the Bearing Behaviour of Super-Long Post-Gouting Cast-in-Place Pile in Deep Soft Soil. In: 13th International Conference on Soil Mechanics and Foundation Engineering, New Delhi, IOS Press, 538-544.. http://dx.doi.org/10.3233/ATDE230244
[56] Wang, W., Dai, G., Wei, J., Rahimi, A. Zhai, Q. (2023). Effect of Base Grouting on the Bearing Capacity of Bored Piles. Sustainability, 15(5), 4148. https://doi.org/10.3390/su15054148
[57] Li, P., Xia, Y., Xie, X., Wang, J., Wang, C., Shi, M. Wu, H. (2024). Study on Vertical Bearing Capacity of Pile Foundation with Distributed Geopolymer Post-Grouting on Pile Side. Materials, 17(2), 398. https://doi.org/10.3390/ma17020398
[58] Liu, X., Liu, Y., Liu, K., & Su, Y. (2022). Experimental investigation on anti-sliding performance of grouted micro-pipe pile groups. Natural Hazards, 113(2), 1367-1384. https://doi.org/10.1007/s11069-022-05351-6
[59] Mahboubi Niazmandi, M. (2023). Estimation of the undrained bearing capacity of strip foundations on two-layer clay soils adjacent to the geogrid-stabilized slope under the effect of combined loading. Journal of Structural and Construction Engineering, 11(3). https://doi.org/10.22065/jsce.2023.402512.3146
[60] Abedi, A. S. Hataf, N. (2014). Bearing capacity of strip footings located on grouted soil slopes. Electronic Journal of Geotechnical Engineering, 19(Z4), 16827-16837.
[61] Xiang, B., Zhang, L. M., Zhou, L. R. He, Y. Y. Zhu, L. (2015). Field lateral load tests on slope-stabilization grouted pipe pile groups. Journal of Geotechnical and Geoenvironmental Engineering, 141(4), 04014124. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001220
[62] Wan, Z. H., Dai, G. L. Gong, W. M. (2022). Study on the response of postside-grouted piles subjected to lateral loading in calcareous sand. Acta Geotechnica, 17(7), 3099-3115. https://doi.org/10.1007/s11440-021-01392-6
[63] Vesić, AS. (1970). Load transfer in pile-soil systems. Duke University, Durham
[64] Kulhawy, FH. (1991). Drilled shaft foundations. Boston, Springer, pp 537–552. https://doi.org/10.1007/978-1-4615-3928-5_14
[65] Mahboubi Niazmandi, M., Mirasi, S., Hashemi jokar, M., & Momeni, M. (2023). The effect of combined loading on the bearing capacity of strip footings located on two-layered clayey soils adjacent to geogrid-reinforced slopes. Amirkabir Journal of Civil Engineering, 55(9), 1825-1844. https://doi.org/10.22060/ceej.2023.21741.7812
[66] Tolooiyan, A., Gavin, K. (2013). The base resistance of non-displacement piles in sand. Part II: finite-element analyses. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 166(6), 549-560. https://doi.org/10.1680/geng.11.00101
[67] JGJ 106-2014, Technical Code for Testing of Building Foundation Piles. Beijing, China Architecture & Building Press. Beijing,
[68] Zhou, Z., Xu, F., Lei, J., Bai, Y., Chen, C., Xu, T., ... & Liu, T. (2021). Experimental study of the influence of different hole-forming methods on the bearing characteristics of post-grouting pile in Loess Areas. Transportation Geotechnics, 27, 100423. http://doi.org/10.1016/j.trgeo.2020.100423
[69] China Academy of Building Research. (2008). Technical code for building pile foundations. Beijing, Architecture and Building Press,
[70] Piccione M, Carletti G, Diamanti, L. (1984). The piled foundations of the Al Gazira hotel in Cairo. In: Proceedings of ICE conference on piling and ground treatment, London, pp 93–100
[71] Fu X, Zhou, Z. (2003). Study on bearing capacity of bored cast-insitu piles by post pressure grouting. In: Proceedings of 3rd international conference on grouting and ground treatment. ASCE, New Orleans, Louisiana, pp 707–715. https://doi.org/10.1061/40663(2003)41
[72] Wan Z, Dai G, Gong W (2019) Field study on post-grouting efects of cast-in-place bored piles in extra-thick fne sand layers. Acta Geotech. https://doi.org/10.1007/s11440-018-0741-7
[73] Zhou, Z., Zhu, S., Kong, X., Lei, J., Liu, T. (2019). Optimization analysis of settlement parameters for postgrouting piles in loess area of Shaanxi, China. Advances in Civil Engineering, 2019(1), 7085104. https://doi.org/10.1155/2019/7085104
[74] Liu J, Zhang Y (2011) A calculation method discussion of vertical bearing capacity on end post-grouted drilled piles. Adv Mater Res 243–249:1033–1037. https://doi.org/10.4028/www.scien tifc.net/AMR.243-249.1033.
[75] Ma H, Ma Y, Yao W, Chen C (2021) Research on bearing capacity of post-grouting super-long bored pile. In: earth and environmental science, Bristol, IOP Publishing vol 634, no. 1, p 012111. http://dx.doi.org/10.1088/1755-1315/634/1/012111.