Technical Notes
Dec 11, 2019

Upper-Bound Analysis for Soil Thrust of Single-Track System over Clay Ground

Publication: International Journal of Geomechanics
Volume 20, Issue 2

Abstract

Soil thrust acts as a reaction force that enables an off-road tracked vehicle to overcome motion resistance and move the vehicle forward. Thus, the estimation of soil thrust for a track system has great importance in the design and path planning of off-road tracked vehicles. In this study, we first present analytical solutions for the soil thrust of clayey ground by performing an upper-bound limit analysis, as a basis for the assessment of the tractive performance of off-road tracked vehicles. Two different failure modes (block and triangular wedge) are possible on a soil-track interface, and the resultant soil thrust is determined as an upper-bound solution for the most critical failure according to the principle of least action modes (i.e., the least-upper-bound solution). Based on the upper-bound solutions, parametric studies were conducted to explore the effects of the shear strength of clayey ground, geometry of a track system, and the weight of the vehicle on soil thrust. For practical use, this study also offers a soil thrust design chart for a single-track system.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

The first author gratefully acknowledges the financial support from the National Research Foundation of Korea (NRF) grant funded by the Korea government (MSIT) (No. NRF-2018R1A2B2002869). The corresponding author gratefully acknowledges the financial support from Korea Institute of Civil Engineering and Building Technology (Project name: Smart Earthwork Cyber-PS Platform with intelligent virtual borehole and compaction technology).

References

Asaf, Z., D. Rubinstein, and I. Shmulevich. 2006. “Evaluation of link-track performances using DEM.” J. Terramech. 43 (2): 141–161. https://doi.org/10.1016/j.jterra.2004.10.004.
Baek, S. H. 2018. “Assessment of the soil thrust for off-road tracked vehicles based on soil-track interaction theory.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Seoul National Univ.
Baek, S. H., G. B. Shin, and C. K. Chung. 2018a. “Assessment of the side thrust for off-road tracked vehicles based on the punching shear theory.” J. Terramech. 79 (Oct): 59–68. https://doi.org/10.1016/j.jterra.2018.07.002.
Baek, S. H., G. B. Shin, O. S. Kwon, and C. K. Chung. 2018b. “Evaluation of tractive performance of an underwater tracked vehicle based on soil-track interaction theory.” J. Korean Geotech. Soc. 34 (2): 43–54. https://doi.org/10.7843/kgs.2018.34.2.43.
Bekker, M. G. 1956. Theory of land locomotion. Ann Arbor, MI: Univ. of Michigan Press.
Choi, J., S. Hong, H. Kim, and T. H. Lee. 2003. “An experimental study on tractive performance of tracked vehicle on cohesive soft soil.” In Proc., 5th ISOPE Ocean Mining Symp., 139–143. Mountain View, CA: International Society of Offshore and Polar Engineers.
Dörfler, G. 1992. “Drawbar pull of a tracked vehicle on deep sea soil.” In Proc., 4th Regional North American Meeting, 102–110. Sacramento, CA: International Society for Terrain-Vehicle Systems.
Ge, J., X. Wang, K. Kito, and H. Nakashima. 2015. “Effect of grouser height on tractive performance of single grouser shoe under different moisture contents soil.” Int. J. Eng. Technol. 7 (4): 1414–1423.
Grečenko, A. 2007a. “Re-examined principles of thrust generation by a track on soft ground.” J. Terramech. 44 (1): 123–131. https://doi.org/10.1016/j.jterra.2006.04.002.
Grečenko, A. 2007b. “Thrust and slip of a track determined by the compression–sliding approach.” J. Terramech. 44 (6): 451–459. https://doi.org/10.1016/j.jterra.2008.03.004.
Grečenko, A. 2011. “Compression–Sliding approach: Dependence of transitional displacement of a driving element on its size and load.” J. Terramech. 48 (5): 325–332. https://doi.org/10.1016/j.jterra.2011.06.004.
Hong, S., and J. Choi. 2001. “Experimental study on grouser shape effects on trafficability of extremely soft seabed.” In Proc., 4th ISOPE Ocean Mining Symp., 115–121. Mountain View, CA: International Society of Offshore and Polar Engineers.
Ivanov, Y. V., and Y. Karev. 1990. “Major principle to develop offshore bottom ROV’s.” In Proc., 1st ISOPE Pacific/Asia Offshore Mechanics Symp., 141–146. Mountain View, CA: International Society of Offshore and Polar Engineers.
Kim, J., S. I. Woo, and C. K. Chung. 2018. “Assessment of non-uniform deformation during consolidation with lateral drainage using particle image velocimetry (PIV).” KSCE J. Civ. Eng. 22 (2): 520–531. https://doi.org/10.1007/s12205-017-0707-6.
Lambe, T. W., and R. V. Whitman. 1979. Soil mechanics. New York: Wiley.
Lvov, E. D. 1952. Theory of tractor. Moscow: Machgyz.
Martin, C. M., and M. F. Randolph. 2006. “Upper-bound analysis of lateral pile capacity in cohesive soil.” Geotechnique 56 (2): 141–145. https://doi.org/10.1680/geot.2006.56.2.141.
Park, W. Y., K. S. Lee, and J. G. Park. 2000. “The prediction of side thrust generated by grousers under track.” J. Korean Soc. Agric. Mach. 25 (1): 1–10.
Park, Y. H. 1996. “Interaction of soils-tracked vehicle.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Seoul National Univ.
Sheeran, D. E., and R. J. Krizek. 1971. “Preparation of homogeneous soil samples by slurry condolidation.” J. Mater. 6 (2): 356–373.
Terzaghi, K., and R. Peck. 1967. Soil mechanics in engineering practice. New York: Wiley.
Wang, M., X. Wang, Y. Sun, and Z. Gu. 2016. “Tractive performance evaluation of seafloor tracked trencher based on laboratory mechanical measurements.” Int. J. Nav. Archit. Ocean Eng. 8 (2): 177–187. https://doi.org/10.1016/j.ijnaoe.2016.01.005.
Wong, J. Y. 1989. Terramechanics and off-road vehicle engineering. Amsterdam, Netherlands: Elsevier.
Wong, J. Y., and W. Huang. 2006. “‘Wheels vs. tracks’—A fundamental evaluation from the traction perspective.” J. Terramech. 43 (1): 27–42. https://doi.org/10.1016/j.jterra.2004.08.003.
Yang, X. L., and J. H. Yin. 2005. “Upper bound solution for ultimate bearing capacity with a modified Hoek–Brown failure criterion.” Int. J. Rock Mech. Min. Sci. 42 (4): 550–560. https://doi.org/10.1016/j.ijrmms.2005.03.002.
Yong, R. N., E. A. Fattah, and N. Skiadas. 1984. Vehicle traction mechanics. Amsterdam, Netherlands: Elsevier.
Zhao, X., M. F. Randolph, D. Wand, and C. Gaudin. 2015. “Upper bound analysis of uplift capacity of a tapered plate anchor in cohesive soil.” Geotech. Lett. 5 (3): 205–211. https://doi.org/10.1680/jgele.15.00043.

Information & Authors

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Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 2February 2020

History

Received: Jan 13, 2019
Accepted: Jul 11, 2019
Published online: Dec 11, 2019
Published in print: Feb 1, 2020
Discussion open until: May 11, 2020

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Authors

Affiliations

Sang Inn Woo, M.ASCE
Assistant Professor, Dept. of Civil and Environmental Engineering, Hannam Univ., Daejeon 34430, South Korea.
Sung-Ha Baek, M.ASCE [email protected]
Senior Researcher, Dept. of Future Technology and Convergence Research, Korea Institute of Civil Engineering and Building Technology, Goyang 10223, South Korea (corresponding author). Email: [email protected]

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