[1] Zare, M., & Eslami, A. (2014). Study of deep foundation performances by frustum confining vessel (FCV). International Journal of Civil Engineering, 12(4), 271-280.
[2] Zarrabi, M., & Eslami, A. (2016). Behavior of piles under different installation effects by physical modelling. International Journal of Geomechanics, 16(5), 04016014.
[3] Canadian Geotechnical Society. (2006). Canadian foundation engineering manual, 4th Ed., Vancouver, BC, Canada.
[4] Basu, P., & Prezzi, M. (2009). Design and applications of drilled displacement (screw) piles.
[5] Khazaei, J., & Eslami, A. (2016). Geotechnical behavior of helical piles via physical modeling by Frustum Confining Vessel (FCV). International Journal of Geography and Geology, 5(9), 167-181.
[6] Fateh, A. M. A., Eslami, A., & Fahimifar, A. (2018). A study of the axial load behaviour of helical piles in sand by frustum confining vessel. International Journal of Physical Modelling in Geotechnics, 18(4), 175-190.
[7] Perko, H. A. (2009). Helical piles: a practical guide to design and installation. John Wiley & Sons.
[8] Khazaie, J., & Eslami, A. (2016). Behavior of helical piles-as a geoenvironmental choice-by frustum confining vessel (FCV). Advances in Science and Technology. Research Journal, 10(31).
[9] Sakr, M. (2011). Installation and performance characteristics of high capacity helical piles in cohesionless soils. DFI Journal-The Journal of the Deep Foundations Institute, 5(1), 39-57.
[10] Di Bernardo, G. (2012). Helical pile Deck foundation. New Jersey Deck Boulder, USA.
[11] Sprince, A., & Pakrastinsh, L. (2010). Helical pile behaviour and load transfer mechanism in different soils. Modern Building Materials, Structures and Techniques. Proceedings of the International Conference. (Vol. 10, p. 1174). Vilnius Gediminas Technical University, Department of Construction Economics & Property.
[12] Merifield, R. S. (2011). Ultimate uplift capacity of multiplate helical type anchors in clay. Journal of geotechnical and geoenvironmental engineering, 137(7), 704-716.
[13] Karimi, A. H., & Eslami, A. (2018). Physical modelling for pile performance combined with ground improvement using frustum confining vessel. International Journal of Physical Modelling in Geotechnics, 18(3), 162-174.
[14] Sedran, G. (1999). Experimental and analytical study of a frustum confining vessel. Doctoral dissertation. McMaster University, Civil Engineering Department.
[15] Azizi, F. (1999). Applied analyses in geotechnics. CRC Press.
[16] Mortazavi Bak, H., Halabian, A., & Hashemolhosseini, S. (2020). Optimization of frustum confining vessels using different boundary and interface conditions. Int. J. Phys. Modell. Geotech. https://doi. org/10.1680/jphmg, 19.
[17] Baziar, M. H., Ghorbani, A., & Katzenbach, R. (2009). Small-scale model test and three-dimensional analysis of pile-raft foundation on medium-dense sand.
[18] Heib, M. A., Emeriault, F., Caudron, M., Nghiem, L., & Hor, B. (2013). Large-scale soil–structure physical model (1 g)–assessment of structure damages. International Journal of Physical Modelling in Geotechnics, 13(4), 138-152.
[19] Ullah, M. S., Yamamoto, H., Goit, C. S., & Saitoh, M. (2018). On the verification of superposition method of kinematic interaction and inertial interaction in dynamic response analysis of soil-pile-structure systems. Soil Dynamics and Earthquake Engineering, 113, 522-533.
[20] Houlsby, G. T., & Hitchman, R. (1988). Calibration chamber tests of a cone penetrometer in sand. Géotechnique, 38(1), 39-44.
[21] Wei, J., & El Naggar, M. H. (1998). Experimental study of axial behaviour of tapered piles. Canadian Geotechnical Journal, 35(4), 641-654.
[22] Lee, J., Paik, K., Kim, D., & Park, D. (2012). Estimation of ultimate lateral load capacity of piles in sands using calibration chamber tests. Geotechnical Testing Journal, 35(4), 563-574.
[23] Zhang, L., McVay, M. C., & Lai, P. W. (1999). Centrifuge modelling of laterally loaded single battered piles in sands. Canadian Geotechnical Journal, 36(6), 1074-1084.
[24] Nicola, A. D., & Randolph, M. F. (1999). Centrifuge modelling of pipe piles in sand under axial loads. Géotechnique, 49(3), 295-318.
[25] Naggar, M. H. E., & Sakr, M. (2000). Evaluation of axial performance of tapered piles from centrifuge tests. Canadian Geotechnical Journal, 37(6), 1295-1308.
[26] Lam, S. Y., Ng, C. W., Leung, C. F., & Chan, S. H. (2009). Centrifuge and numerical modeling of axial load effects on piles in consolidating ground. Canadian Geotechnical Journal, 46(1), 10-24.
[27] Horvath, R. G. (1995). Influence of loading rate on the capacity of a model pile in clay. Canadian Geotechnical Journal, 32(2), 364-368.
[28] Horvath, R. G., & Stolle, D. (1996). Frustum confining vessel for testing model piles. Canadian Geotechnical Journal, 33(3), 499-504.
[29] Mullins, G., Dapp, S., Frederick, E., & Wagner, R. (2001). POST GROUTING DRILLED SHAFT TIPS. PHASE I.
[30] Esmailzade, M., Eslami, A., Nabizadeh, A., & Aflaki, E. (2022). Effect of cone diameter on determination of penetration resistance using a FCV. International Journal of Civil Engineering, 20(2), 223-236.
[31] Bak, H. M., Halabian, A. M., Hashemolhosseini, H., & Rowshanzamir, M. (2021). Axial response and material efficiency of tapered helical piles. Journal of Rock Mechanics and Geotechnical Engineering, 13(1), 176-187.
[32] Bak, H. M., Halabian, A. M., Hashemolhosseini, H., & Rowshanzamir, M. (2021). Axial response and material efficiency of tapered helical piles. Journal of Rock Mechanics and Geotechnical Engineering, 13(1), 176-187.
[33] Jassim, A., Ganjian, N., & Eslami, A. (2022). Design and fabrication of frustum confining vessel apparatus for model pile testing in saturated soils. Innovative Infrastructure Solutions, 7(5), 1-11.
[34] ASTM, D. (2007). Standard test method for particle-size analysis of soils. D422-63.
[35] ASTM, D. (2010). Standard test methods for specific gravity of soil solids by water pycnometer. D854.
[36] ASTM, D. (2000). Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table. D4253.
[37] ASTM, D. (2000). Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density. D4254.
[38] ASTM, D. (2000). Standard Test Method for Consolidated Drained Triaxial Compression Test for Soils. D7181-20.
[39] ASTM, D. (2010). Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. D3080-04.
[40] Ladd, R. S. (1978). Preparing test specimens using undercompaction. Geotechnical testing journal, 1(1), 16-23.
[41] ASTM, D. (2010). Standard Test Methods for Deep Foundations Under Static Axial Compressive Load. D1143M-07.