Application of the Taguchi Method to Enhance Bearing Capacity in Geotechnical Engineering: Case Studies
Publication: International Journal of Geomechanics
Volume 21, Issue 9
Abstract
In this study, the Taguchi design of experiments (TDOE) is employed to enhance the bearing capacity of geotechnical structures. To this end, two different case studies, including tapered helical piles as a novel kind of deep foundation (Case 1) and a shallow foundation resting on braid-reinforced soil as a new type of soil reinforcing technique for shallow foundation beds (Case 2), are studied. A series of large-scale tests, including pile loading tests in frustum confining vessel (Case 1) and standard plate load tests in test pit (Case 2), have been conducted in conjunction with numerical analyses. To the best of the authors’ knowledge, this study is the first of this kind that uses the capability of the TDOE method to evaluate and improve the bearing capacity using large-scale tests. After conducting the tests, analysis of signal-to-noise, analysis of means, and analysis of variance were used to interpret the experimental results, to obtain the optimum condition, and to determine the percentage of each factor’s participation in bearing capacity. Moreover, the Taguchi method output predictions are compared with the test observations and numerical modeling results. The comparison between test results and TDOE method predictions confirms that the Taguchi method can predict the bearing capacity well (R2 > 0.95). Additionally, verification tests on optimum models show a low level of relative error (RE < 5%) between the TDOE predictions and test results for both the case studies. Therefore, the results prove the ability of the TDOE method to predict and determine the optimum condition in geotechnical bearing capacity problems.
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References
Abu-Farsakh, M., Q. Chen, and R. Sharma. 2013. “An experimental evaluation of the behavior of footings on geosynthetic-reinforced sand.” Soils Found. 53 (2): 335–348. https://doi.org/10.1016/j.sandf.2013.01.001.
Alwalan, M., and M. El Naggar. 2020. “Finite element analysis of helical piles subjected to axial impact loading.” Comput. Geotech. 123: 103597. https://doi.org/10.1016/j.compgeo.2020.103597.
ASTM. 2010a. Standard test methods for specific gravity of soil solids by water pycnometer. ASTM D584. West Conshohocken, PA: ASTM.
ASTM. 2010b. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-10. West Conshohocken, PA: ASTM.
ASTM. 2013. Testing piles under static compressive load. ASTM D1143-07. West Conshohocken, PA: ASTM.
ASTM. 2014a. Standard test methods for maximum index density and unit weight of soils using a vibratory table. ASTM D4253. West Conshohocken, PA: ASTM.
ASTM. 2014b. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM D4254. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard test method for nonrepetitive static plate load tests of soils and flexible pavement components, for use in evaluation and design of airport and highway pavements. ASTM D1196. West Conshohocken, PA: ASTM.
ASTM. 2017. Standard test method for tensile properties of geotextiles by the wide-width strip method. ASTM D4595-17. West Conshohocken, PA: ASTM.
ASTM. 2018. Standard test method for measuring mass per unit area of geotextiles. ASTM D5261-10. West Conshohocken, PA: ASTM.
ASTM. 2019. Standard test method for measuring the nominal thickness of geosynthetics. ASTM D5199-12. West Conshohocken, PA: ASTM.
Beard, S., and F.-K. Chang. 2002. “Design of braided composites for energy absorption.” J. Thermoplast. Compos. Mater. 15 (1): 3–12. https://doi.org/10.1177/0892705702015001858.
Bowles, L. 1996. Foundation analysis and design. Singapore: McGraw-Hill.
Branscomb, D., D. Beale, and R. Broughton. 2013. “New directions in braiding.” J. Eng. Fibers Fabr. 8 (2): 155892501300800202.
BSI (British Standard Institution). 1986. British standard code of practice for foundations. BSI 8004. London: BSI.
Butler, H., and H. E. Hoy. 1976. Users manual for the Texas quick-load method for foundation load testing. Washington, DC: Federal Highway Administration. Office of Research and Development.
Cabezas, Á, M. Angulo-Martínez, M. González-Sanchis, J. J. Jiménez, and F. A. Comín. 2010. “Spatial variability in floodplain sedimentation: The use of generalized linear mixed-effects models.” Hydrol. Earth Syst. Sci. 14: 1655–1668. https://doi.org/10.5194/hess-14-1655-2010.
Davisson, M. 1972. “High capacity piles.” In Proc., of Lecture Series of Innovations in Foundation Construction, 81–112. Chicago: ASCE.
Deresse, N. C., V. Deshpande, and I. W. Taifa. 2020. “Experimental investigation of the effects of process parameters on material removal rate using Taguchi method in external cylindrical grinding operation.” Eng. Sci. Technol. Int. J. 23 (2): 405–420.
Elsawy, M. K., M. H. El Naggar, A. Cerato, and A. Elgamal. 2019. “Seismic performance of helical piles in dry sand from large-scale shaking table tests.” Géotechnique 69 (12): 1071–1085.
Elsherbiny, Z. H., and M. H. El Naggar. 2013. “Axial compressive capacity of helical piles from field tests and numerical study.” Can. Geotech. J. 50 (12): 1191–1203. https://doi.org/10.1139/cgj-2012-0487.
Fahmy, A., and M. H. El Naggar. 2017a. “Axial performance of helical tapered piles in sand.” Geotech. Geol. Eng. 35 (4): 1549–1576. https://doi.org/10.1007/s10706-017-0192-1.
Fahmy, A., and M. H. El Naggar. 2017b. “Cyclic lateral performance of helical tapered piles in silty sand.” DFI J. 10 (3): 111–124.
Fakher, A., and C. J. P. Jones. 1996. “Discussion: Bearing capacity of rectangular footings on geogrid-reinforced sand.” J. Geotech. Eng. 122 (4): 326–327. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:4(326).
Fisher, R. 1937. The design of experiments. Edinburgh: Oliver and Boyd.
Harikumar, M., N. Sankar, and S. Chandrakaran. 2016. “Behaviour of model footing resting on sand bed reinforced with multi-directional reinforcing elements.” Geotext. Geomembr. 44 (4): 568–578. https://doi.org/10.1016/j.geotexmem.2016.03.008.
Hataf, N., and A. Shafaghat. 2015a. “Numerical comparison of bearing capacity of tapered pile groups using 3D FEM.” Geomech. Eng. 9 (5): 547–567. https://doi.org/10.12989/gae.2015.9.5.547.
Hataf, N., and A. Shafaghat. 2015b. “Optimizing the bearing capacity of tapered piles in realistic scale using 3D finite element method.” Geotech. Geol. Eng. 33 (6): 1465–1473. https://doi.org/10.1007/s10706-015-9912-6.
Hejazi, S. M., M. Sheikhzadeh, S. M. Abtahi, and A. Zadhoush. 2012. “A simple review of soil reinforcement by using natural and synthetic fibers.” Comput. Geotech. 30: 100–116.
Hentati, F., I. Hadriche, N. Masmoudi, and C. Bradai. 2019. “Optimization of the injection molding process for the PC/ABS parts by integrating Taguchi approach and CAE simulation.” Int. J. Adv. Manuf. Technol. 104 (9–12): 4353–4363. https://doi.org/10.1007/s00170-019-04283-z.
ISSMFE. 1985. “Axial pile loading test—Part 1: Static loading.” Geotech. Test. J. 8 (2): 79–89. https://doi.org/10.1520/GTJ10514J.
Itasca Consulting Group. 2012. FLAC3D: Fast Lagrangian analysis of continua in three dimensions, Ver. 5.0, user’s guide manual. Minneapolis: Itasca Consulting Group.
Khayati, G., and M. Barati. 2017. “Bioremediation of petroleum hydrocarbon contaminated soil: Optimization strategy using Taguchi design of experimental (DOE) methodology.” Environ. Processes 4 (2): 451–461. https://doi.org/10.1007/s40710-017-0244-9.
Kolivand, F., and R. Rahmannejad. 2018. “Estimation of geotechnical parameters using Taguchi’s design of experiment (DOE) and back analysis methods based on field measurement data.” Bull. Eng. Geol. Environ. 77 (4): 1763–1779. https://doi.org/10.1007/s10064-017-1042-3.
Lafifi, B., A. Rouaiguia, and N. Boumazza. 2019. “Optimization of geotechnical parameters using Taguchi’s design of experiment (DOE), RSM and desirability function.” Innovative Infrastruct. Solutions 4 (1): 35. https://doi.org/10.1007/s41062-019-0218-z.
Li, W., and L. Deng. 2019. “Axial load tests and numerical modeling of single-helix piles in cohesive and cohesionless soils.” Acta Geotech. 14 (2): 461–475. https://doi.org/10.1007/s11440-018-0669-y.
Livneh, B., and M. H. El Naggar. 2008. “Axial testing and numerical modeling of square shaft helical piles under compressive and tensile loading.” Can. Geotech. J. 45 (8): 1142–1155. https://doi.org/10.1139/T08-044.
Madhavi, S. K., D. Sreeramulu, and M. Venkatesh. 2017. “Evaluation of optimum turning process of process parameters using DOE and PCA Taguchi method.” Mater. Today: Proc. 4 (2): 1937–1946. https://doi.org/10.1016/j.matpr.2017.02.039.
Mansur, C. I., and R. I. Kaufman. 1956. “Pile tests, low-sill structures, Old River, La.” Soil Mech. Found. Eng. 82 (4): 1–33.
Moghaddas Tafreshi, S. N., O. Khalaj, and A. R. Dawson. 2013. “Pilot-scale load tests of a combined multilayered geocell and rubber-reinforced foundation.” Geosynth. Int. 20 (3): 143–161. https://doi.org/10.1680/gein.13.00008.
Mohajerani, A., D. Bosnjak, and D. Bromwich. 2016. “Analysis and design methods of screw piles: A review.” Soils Found. 56 (1): 115–128. https://doi.org/10.1016/j.sandf.2016.01.009.
Montgomery, D. C. 2001. Design and analysis of experiments, 200–201. New York: Wiley.
Mortazavi Bak, H., A. Halabian, and S. Hashemolhosseini. 2020. “Optimization of frustum confining vessels using different boundary and interface conditions.” Int. J. Phys. Modell. Geotech. https://doi.org/10.1680/jphmg.19.00014.
Mortazavi Bak, H., A. Halabian, and S. Hashemolhosseini. 2021. “Axial response and material efficiency of tapered helical piles.” J. Rock Mech. Geotech. Eng. 13 (1): 176–187. https://doi.org/10.1016/j.jrmge.2020.04.007.
Mortazavibak, H., A. Halabian, H. Hashemalhosseini, M. Roshanzamir, A. Jafari, and B. Shabadagh. 2019. “Design optimisation of the size and geometry of frustum confining vessel.” In Proc., 13th Int. Conf. on the Mechanical Behaviour of Materials. Melbourne, Australia: International Congress on the Mechanical Behaviour of Materials.
Nasr, M. 2009. “Performance-based design for helical piles.” In Contemporary Topics in Deep Foundations, 496–503. Orlando, FL: International Foundation Congress and Equipment Expo. https://doi.org/10.1061/41021(335)62.
Noorbakhsh, M., M. Rowshanzamir, S. M. Abtahi, and S. M. Hejazi. 2019a. “An experimental investigation into the behavior of sand reinforced by tubular braided structures.” J. Ind. Text. 50 (9): 1422–1455. https://doi.org/10.1177/1528083719866940.
Noorbakhsh, M., M. Rowshanzamir, S. M. Abtahi, and S. M. Hejazi. 2019b. “Introducing a novel tubular geotextile (braid structure) to reinforce sand beds.” Proc. Inst. Civ. Eng. Ground Improv. 1–12. https://doi.org/10.1680/jgrim.18.00104.
O'Neil, M. W., and L. C. Reese. 1988. Drilled shafts: Construction procedures and design methods. FHWA-HI-88-042. McLean, VA: Federal Highway Administration.
Paik, K., J. Lee, and D. Kim. 2010. “Axial response and bearing capacity of tapered piles in sandy soil.” Geotech. Test. J. 34 (2): 122–130.
Palmeira, E. M., F. Tatsuoka, R. J. Bathurst, P. E. Stevenson, and J. G. Zornberg. 2008. “Advances in geosynthetics materials and applications for soil reinforcement and environmental protection works.” Electron. J. Geotech. Eng. 13: 1–38.
Pandey, A., A. Goyal, and R. Meghvanshi. 2017. “Experimental investigation and optimization of machining parameters of aerospace material using Taguchi’s DOE approach.” Mater. Today: Proc. 4 (8): 7246–7251. https://doi.org/10.1016/j.matpr.2017.07.053.
Pant, A., and J. P. N. Rai. 2018. “Bioremediation of chlorpyrifos contaminated soil by two phase bioslurry reactor: Processes evaluation and optimization by Taguchi’s design of experimental (DOE) methodology.” Ecotoxicol. Environ. Saf. 150: 305–311. https://doi.org/10.1016/j.ecoenv.2017.12.052.
Perko, H. A. 2009. Helical piles: A practical guide to design and installation. Hoboken, NJ: Wiley.
Rao, S. N., Y. V. S. N. Prasad, and M. D. Shetty. 1991. “The behaviour of model screw piles in cohesive soils.” Soils Found. 31 (2): 35–50. https://doi.org/10.3208/sandf1972.31.2_35.
Roy, R. K. 2001. Design of experiments using the Taguchi approach: 16 steps to product and process improvement. Hoboken, NJ: Wiley.
Sadeghi, S. H., V. Moosavi, A. Karami, and N. Behnia. 2012. “Soil erosion assessment and prioritization of affecting factors at plot scale using the Taguchi method.” J. Hydrol. 448–449: 174–180. https://doi.org/10.1016/j.jhydrol.2012.04.038.
Sakr, M. 2009. “Performance of helical piles in oil sand.” Can. Geotech. J. 46 (9): 1046–1061. https://doi.org/10.1139/T09-044.
Sakr, M. 2011. “Installation and performance characteristics of high capacity helical piles in cohesionless soils.” DFI J. 5 (1): 39–57. https://doi.org/10.1179/dfi.2011.004.
Sakr, M., and M. H. El Naggar. 2003. “Centrifuge modeling of tapered piles in sand.” Geotech. Test. J. 26 (1): 22–35.
Sakr, M., M. H. El Naggar, and M. Nehdi. 2004. “Load transfer of fibre-reinforced polymer (FRP) composite tapered piles in dense sand.” Can. Geotech. J. 41 (1): 70–88. https://doi.org/10.1139/t03-067.
Schmidt, R., and M. Nasr. 2004. “Screw piles: Uses and considerations.” Struct. Mag. 29–31.
Sedran, G., D. F. E. Stolle, and R. G. Horvath. 2001. “An investigation of scaling and dimensional analysis of axially loaded piles.” Can. Geotech. J. 38 (3): 530–541. https://doi.org/10.1139/t00-122.
Taguchi, G. 1987. System of experimental design; engineering methods to optimize quality and minimize costs. No. 04; QA279, T3. White Plains, NY: UNIPUB/Kraus International Publications.
Tan, Ö. 2006. “Investigation of soil parameters affecting the stability of homogeneous slopes using the Taguchi method.” Eurasian Soil Science 39 (11): 1248–1254. https://doi.org/10.1134/S1064229306110135.
Tsuha, C. d. H. C., T. d. C. Santos, G. Rault, L. Thorel, and J. Garnier. 2013. “Influence of multiple helix configuration on the uplift capacity of helical anchors.” In 18th Congrès International de Mécanique des Sols et de Géotechnique, Vol. 4, 2893–2896. Paris: ICSMGE.
Venkateswarlu, H., K. N. Ujjawal, and A. Hegde. 2018. “Laboratory and numerical investigation of machine foundations reinforced with geogrids and geocells.” Geotext. Geomembr. 46 (6): 882–896. https://doi.org/10.1016/j.geotexmem.2018.08.006.
Wasantha, P. L. P., and P. G. Ranjith. 2014. “The Taguchi approach to the evaluation of the influence of different testing conditions on the mechanical properties of rock.” Environ. Earth Sci. 72 (1): 79–89. https://doi.org/10.1007/s12665-013-2938-2.
Wei, J., and M. H. El Naggar. 1998. “Experimental study of axial behaviour of tapered piles.” Can. Geotech. J. 35 (4): 641–654. https://doi.org/10.1139/t98-033.
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Received: Sep 8, 2020
Accepted: May 7, 2021
Published online: Jun 30, 2021
Published in print: Sep 1, 2021
Discussion open until: Nov 30, 2021
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