Technical Papers
Jun 17, 2020

Compressive Load-Carrying Behavior of Inclined Micropiles Installed in Soil and Rock Layers

Publication: International Journal of Geomechanics
Volume 20, Issue 9

Abstract

Micropiles are an effective option to enhance the load-carrying performance of buildings and infrastructure. In this study, the compressive load capacity and load-carrying mechanism of inclined micropiles in soil and rock layers were investigated experimentally and analytically. A series of model load tests was conducted using model micropiles and rock specimens. The finite element analyses were performed for inclined micropiles in various soil-rock layer configurations. Vertical micropiles in rock exhibited the highest load-carrying capacity whereas inclined conditions were not beneficial. For the rock-mounted condition, the base capacity dominated the total load capacity when the inclination was lower than 15°. For partially and fully rock-embedded conditions, the main load-carrying component was the skin friction and virtually no load was transferred to the micropile base. Micropile inclination caused less mobilization of skin friction within the rock-embedded zone. Instead, the passive resistance within the upper sand layer dominated the overall load capacity, which explained decreasing load capacity with increasing inclination for a rock-embedded condition.

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Acknowledgments

This work was supported by the Basic Science Research Program through the Korea Institute of Energy Technology Evaluation and Planning (KETEP), the Ministry of Trade, Industry and Energy (MOTIE), the National Research Foundation of Korea (NRF), and Korea Agency for Infrastructure Technology Advancement (KAIA) with grants funded by the Government of Korea (Nos. 20194030202460, 2020R1A2C201196611, and 1615011670).

References

AASHTO. 1996. Standard specification for highway bridges. 16th ed. Washington, DC: AASHTO.
Alejano, R., Á Perucho, C. Olalla, and R. Jiménez. 2014. Rock engineering and rock mechanics: Structures in and on rock masses. Boca Raton, FL: CRC Press.
Alnuaim, A. M., H. El Naggar, and M. H. El Naggar. 2015. “Performance of micropiled raft in sand subjected to vertical concentrated load: Centrifuge modeling.” Can. Geotech. J. 52 (1): 33–45. https://doi.org/10.1139/cgj-2014-0448.
Bowles, J. E. 1977. Foundation analysis and design. 2nd ed. New York: McGraw-Hill.
Bruce, D. A., A. F. DiMillio, and I. Juran. 1995. “Introduction to micropiles: An international perspective.” In Proc., Conf., of the Geotechnical Engineering Div. of the ASCE in Conjunction with the ASCE Convention, 1–26. San Diego: ASC.
Esmaeili, M., M. G. Nik, and F. Khayyer. 2013. “Experimental and numerical study of micropiles to reinforce high railway embankments.” Int. J. Geomech. 13 (6): 729–744. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000280.
FHWA (Federal Highway Administration). 1997. Micropile design and construction guidelines – Implementation manual. McLean, VA: FHWA.
FHWA (Federal Highway Administration). 2005. Micropile design and construction reference manual. Washington, DC: FHWA.
FHWA (Federal Highway Administration). 2010. Drilled shafts: Construction procedures and LRFD design methods. McLean, VA: FHWA.
Gireesha, N. T., and K. Muthukkumaran. 2011. “Study on soil structure interface strength property.” Int. J. Earth Sci. Eng. 4 (6): 89–93.
Ha, D., T. H. Abdoun, M. J. O’Rourke, M. D. Symans, T. D. O’Rourke, M. C. Palmer, and H. E. Stewart. 2008. “Buried high-density polyethylene pipelines subjected to normal and strike-slip faulting – A centrifuge investigation.” Can. Geotech. J. 45 (12): 1733–1742. https://doi.org/10.1139/T08-089.
Haberfield, C., and B. Collingwood. 2006. “Rock-socketed pile design and construction: A better way?” Proc., Inst. of Civil Eng. Geotech. Eng. 159 (3): 207–217. https://doi.org/10.1680/geng.2006.159.3.207.
Han, J., and S.-L. Ye. 2006. “A field study on the behavior of a foundation underpinned by micropiles.” Can. Geotech. J. 43 (1): 30–42. https://doi.org/10.1139/t05-087.
Hoek, E. 2000. Practical rock engineering. North Vancouver, BC, Canada: Evert Hoek Consulting Engineer.
Hoek, E., and E. T. Brown. 1988. “The Hoek–Brown failure criterion—a 1988 update.” In Proc., 15th Canadian Rock Mechanics Symp., 31–38. Toronto: Univ. of Toronto.
Holman, T. P. 2009. “Behavior and mechanics of micropiles in rock.” In Proc., 17th Int. Conf. on Soil Mechanics and Geotechnical Engineering, 1349–1353. Alexandria, Egypt: IOS Press.
Hwang, T., J. Kim, and O. Kwon. 2010. “The effects of the breadth of foundation and rock layer on the installation method of micro-piles.” [In Korean.] J. Korean Geotech. Soc. 26 (6): 29–38.
Kamash, W. E., and J. Han. 2017. “Numerical analysis of existing foundations underpinned by micropiles.” Int. J. Geomech. 17 (6): 04016126. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000833.
Kulhawy, F. H., and P. W. Mayne. 1990. Manual on estimating soil properties for foundation design. Ithaca, NY: Electric Power Research Institute.
Kyung, D., D. Kim, G. Kim, and J. Lee. 2017. “Vertical load-carrying behavior and design models for micropiles considering foundation configuration conditions.” Can. Geotech. J. 54 (2): 234–247. https://doi.org/10.1139/cgj-2015-0472.
Li, W., P. Ni, and Y. Yi. 2019. “Comparison of reactive magnesia, quick lime, and ordinary Portland cement for stabilization/solidification of heavy metal-contaminated soils.” Sci. Total Environ. 671: 741–753. https://doi.org/10.1016/j.scitotenv.2019.03.270.
Littlejohn, G. S. 1970. “Soil anchors.” In Proc., Ground Engineering Conf., 33–44. London: Institution of Civil Engineers.
Lizzi, F., and G. Carnevale. 1979. “Les réseaux de pieux racines pour la consolidation des sols. Aspects théoriques et essais sur modèles” [Root pile networks for soil consolidation, theoretical ascepts and tests on mondile]. [In French.] In Proc., Int. Conf. on Soil Reinforcement, 317–324. Paris, France: ENPC/LCPC.
Mashhoud, H. J., J.-H. Yin, A. K. Panah, and Y. F. Leung. 2020. “A 1-g shaking table investigation on response of a micropile system to earthquake excitation.” Acta Geotech. 15 (4): 827–846. https://doi.org/10.1007/s11440-018-0742-6.
Modoni, G., A. Flora, S. Lirer, M. Ochmański, and P. Croce. 2016. “Design of jet grouted excavation bottom plugs.” J. Geotech. Geoenviron. Eng. 142 (7): 04016018. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001436.
Ni, P., S. Mangalathu, G. Mei, and Y. Zhao. 2017a. “Permeable piles: An alternative to improve the performance of driven piles.” Comput. Geotech. 84: 78–87. https://doi.org/10.1016/j.compgeo.2016.11.021.
Ni, P., G. Mei, and Y. Zhao. 2017b. “Numerical investigation of the uplift performance of prestressed fiber-reinforced polymer floating piles.” Mar. Georesour. Geotech. 35 (6): 829–839. https://doi.org/10.1080/1064119X.2016.1255688.
Ni, P., L. Song, G. Mei, and Y. Zhao. 2017c. “Generalized nonlinear softening load-transfer model for axially loaded piles.” Int. J. Geomech. 17 (8): 04017019. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000899.
Pan, Y., Y. Liu, and E. J. Chen. 2019. “Probabilistic investigation on defective jet-grouted cut-off wall with random geometric imperfections.” Géotechnique 69 (5): 420–433. https://doi.org/10.1680/jgeot.17.P.254.
Pan, Y., Y. Liu, J. Hu, M. Sun, and W. Wang. 2017. “Probabilistic investigations on the watertightness of jet-grouted ground considering geometric imperfections in diameter and position.” Can. Geotech. J. 54 (10): 1447–1459. https://doi.org/10.1139/cgj-2016-0671.
PLAXIS. 2017. PLAXIS 3D manual. Delft, Netherlands: PLAXIS.
Rollins, C., S. Hamel, and M. Reiner. 2005. Concrete mixes guideline. Boulder, CO: Engineers Without Borders.
Rowe, R. K., and H. H. Armitage. 1987. “A design method for drilled piers in soft rock.” Can. Geotech. J. 24 (1): 126–142. https://doi.org/10.1139/t87-011.
Seo, H., M. Prezzi, and R. Salgado. 2013. “Instrumented static load test on rock-socketed micropile.” J. Geotech. Geoenviron. Eng. 139 (12): 2037–2047. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000946.
Sharma, B., S. Zaheer, and Z. Hussain. 2014. “An experimental model for studying performance of vertical and batter micropiles.” In Proc., Geo-Congress, 4252–4264. Atlanta, GA: ASCE.
Suzuki, L., T. Hirakawa, K. Morii, and K. Kanenko. 1972. “Developments nouveaux dans les foundations de pylons pour ligues de transport THT du Japón” [New developments in pylon foundations for Japan THT transport leagues]. [In French.] In Proc., Conf. Int. Des Grandes Réseaux Electriques á Haut Tensión, Paper 21-01, 13. Paris, France: CIGRE.
Tejchman, J., and W. Wu. 1995. “Experimental and numerical study of sand–steel interfaces.” Int. J. Numer. Anal. Methods Geomech. 19 (8): 513–536. https://doi.org/10.1002/nag.1610190803.
Tsukada, Y., K. Miura, Y. Tsubokawa, Y. Otani, and G.-L. You. 2006. “Mechanism of bearing capacity of spread footings reinforced with micropiles.” Soils Found. 46 (3): 367–376. https://doi.org/10.3208/sandf.46.367.
Xu, M., P. Ni, G. Mei, and Y. Zhao. 2018. “Load-settlement behaviour of bored piles with loose sediments at the pile tip: Experimental, numerical and analytical study.” Comput. Geotech. 102: 92–101. https://doi.org/10.1016/j.compgeo.2018.06.010.
Yi, Y., S. Liu, and A. J. Puppala. 2016. “Laboratory modelling of T-shaped soil–cement column for soft ground treatment under embankment.” Géotechnique 66 (1): 85–89. https://doi.org/10.1680/jgeot.15.P.019.
Zhang, Q.-Q., and Z.-M. Zhang. 2012. “A simplified nonlinear approach for single pile settlement analysis.” Can. Geotech. J. 49 (11): 1256–1266. https://doi.org/10.1139/t11-110.
Zhang, Q.-Q., Z.-M. Zhang, and J.-Y. He. 2010. “A simplified approach for settlement analysis of single pile and pile groups considering interaction between identical piles in multilayered soils.” Comput. Geotech. 37 (7–8): 969–976. https://doi.org/10.1016/j.compgeo.2010.08.003.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 9September 2020

History

Received: Feb 14, 2019
Accepted: Mar 24, 2020
Published online: Jun 17, 2020
Published in print: Sep 1, 2020
Discussion open until: Nov 17, 2020

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Authors

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Wonseok Choi
Project Manager, Bezalel Construction Co., Ltd., 99, Seongan-ro 3-gil, Gangdong-gu, Seoul 05402, Republic of Korea; Formerly Research Assistant, School of Civil and Environmental Engineering, Yonsei Univ., 50, Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea.
Garam Kim
Graduate Research Assistant, School of Civil and Environmental Engineering, Yonsei Univ., 50, Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea.
Incheol Kim
Graduate Research Assistant, School of Civil and Environmental Engineering, Yonsei Univ., 50, Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea.
Doohyun Kyung
Senior Researcher, Research Institute of Korea Electric Power Corporation, 105, Munji-ro, Yuseong-gu, Daejeon 34056, Republic of Korea.
Junhwan Lee [email protected]
Professor, School of Civil and Environmental Engineering, Yonsei Univ., 50, Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea (corresponding author). Email: [email protected]

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