Advancement in Estimation of Undrained Shear Strength through Fall Cone Tests
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VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 7
Abstract
Fall cone tests provide simple and rapid estimate of undrained shear strength () of fine-grained soils at various water contents. The accuracy of such estimation depends greatly on the selection of a fall cone factor that relates the final penetration depth with . Available prediction methods for often fall short of capturing the exact mechanics involved in fall cone penetration. This leads to significant uncertainties in estimation, particularly for a cone angle of 30°. Finite element analyses (FEAs) employing a coupled Eulerian-Lagrangian technique can successfully simulate the evolution of soil resistance around a cone penetrating through soil. Based on the results obtained from a series of FEAs, this paper presents a fall cone-bearing capacity factor that accounts for strain-rate dependent strength gain in fine-grained soils, soil inertia during undrained cone penetration, and nonzero cone velocity at the start of penetration. The effects of strain rate and cone-soil interface roughness condition on are quantified. Numerical predictions demonstrate good agreement with results obtained from fall cone and vane shear tests in Kaolin and Marine silt and with the data available in the literature.
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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 upon reasonable request.
References
ABAQUS. 2013. Analysis user’s manual, version 2013. Providence, RI: Dassault Systemes Simulia.
ASTM. 2010. Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318-10e1. West Conshohocken, PA: ASTM International.
Biscontin, G., and J. M. Pestana. 2001. “Influence of peripheral velocity on vane shear strength of an artificial clay.” Geotech. Test. J. 24 (4): 423–429. https://doi.org/10.1520/GTJ11140J.
BSI (British Standards Institution). 1990. Methods of test for soils for civil engineering purposes. BS 1377-2. London: BSI.
Casagrande, A. 1932. “Research on the Atterberg limits of soils.” Publ. Roads 13 (8): 121–136.
Ceccato, F. 2015. “Study of large deformation geomechanical problems with the material point method.” Ph.D. thesis, Dipartimento di Ingegneria Civile Edile e Ambientale, Universitàdegli Studi di Padova.
Einav, I., and M. F. Randolph. 2005. “Combining upper bound and strain path methods for evaluating penetration resistance.” Int. J. Numer. Methods Eng. 63 (14): 1991–2016. https://doi.org/10.1002/nme.1350.
Farias, M. M., and M. A. Llano-Serna. 2016. “Simple methodology to obtain critical state parameters of remolded clays under normally consolidated conditions using the fall-cone test.” Geotech. Test. J. 39 (5): 20150207. https://doi.org/10.1520/GTJ20150207.
Finnie, I. M. S., and M. F. Randolph. 1994. “Punch-through and liquefaction induced failure of shallow foundations on calcareous sediments.” In Proc., Int. Conf. on Behavior of Offshore Structures, BOSS ’94, 217–230. Boston: Pergamon.
Haigh, S. K., P. J. Vardanega, and M. D. Bolton. 2013. “The plastic limit of clays.” Géotechnique 63 (6): 435–440. https://doi.org/10.1680/geot.11.P.123.
Hansbo, S. 1957. “New approach to the determination of the shear strength of clay by the fall-cone test.” In Vol. 14 of Proc., Royal Swedish Geotechnical Institute, 1–48. Stockholm, Sweden: Swedish Geotechnical Institute.
Hazell, E. 2008. “Numerical and experimental studies of shallow cone penetration in clay.” D.Phil. thesis. Dept. of Engineering Science, Univ. of Oxford.
Houlsby, G. T. 1982. “Theoretical analysis of the fall cone test.” Géotechnique 32 (2): 111–118. https://doi.org/10.1680/geot.1982.32.2.111.
Houston, W. N., and J. K. Mitchell. 1969. “Property interrelationships in sensitive clays.” J. Soil Mech. Found Div. 95 (4): 1037–1062. https://doi.org/10.1061/JSFEAQ.0001303.
Karlsson, R. 1961. “Suggested improvements in the liquid limit test, with reference to flow properties of remoulded clays.” In Proc., 5th Int Conf Soil Mechanics Foundation Engineering, 171–184. Stockholm, Sweden: Swedish Geotechnical Institute.
Kim, Y. H., and M. S. Hossain. 2015. “Dynamic installation of OMNI-Max anchors in clay: Numerical analysis.” Géotechnique 65 (12): 1029–1037. https://doi.org/10.1680/jgeot.15.T.008.
Kim, Y. H., M. S. Hossain, D. Wang, and M. F. Randolph. 2015. “Numerical investigation of dynamic installation of torpedo anchors in clay.” Ocean Eng. 108 (Nov): 820–832. https://doi.org/10.1016/j.oceaneng.2015.08.033.
Koumoto, T., and G. T. Houlsby. 2001. “Theory and practice of the fall cone test.” Géotechnique 51 (8): 701–712. https://doi.org/10.1680/geot.2001.51.8.701.
Kulhawy, F. H., and P. W. Mayne. 1990. Manual on estimating soil properties for foundation design. Palo Alto, CA: Electric Power Research Institute.
Ladd, C. C., and R. Foott. 1974. “New design procedure for stability of soft clays.” J. Geotech. Geoenviron. Eng. 100 (7): 763–786. https://doi.org/10.1016/0148-9062(75)91177-8.
Llano-Serna, M. A., and L. F. Contreras. 2020. “The effect of surface roughness and shear rate during fall-cone calibration.” Géotechnique 70 (4): 1–11. https://doi.org/10.1680/jgeot.18.p.222.
Llano-Serna, M. A., M. M. Farias, D. M. Pedroso, D. J. Williams, and D. Sheng. 2016. “Simulations of fall cone test in soil mechanics using the material point method.” Appl. Mech. Mater. 846: 336–341. https://doi.org/10.4028/www.scientific.net/AMM.846.336.
Mana, D. S. K., A. G. Dastider, P. Basu, and S. Chatterjee. 2018. “In situ undrained shear strength characterization using data from free fall ball penetrometer tests.” Comput. Geotech. 104 (Dec): 310–320. https://doi.org/10.1016/j.compgeo.2017.12.006.
Morton, J. P., C. D. O’Loughlin, and D. J. White. 2016. “Estimation of soil strength in fine-grained soils by instrumented free-fall sphere tests.” Géotechnique 66 (12): 959–968. https://doi.org/10.1680/jgeot.15.P.038.
O’Kelly, B. C., P. J. Vardanega, and S. K. Haigh. 2018. “Use of fall cones to determine Atterberg limits: A review.” Géotechnique 68 (10): 843–856. https://doi.org/10.1680/jgeot.17.R.039.
Qiu, G., S. Henke, and J. Grabe. 2009. “Application of a coupled Eulerian–Lagrangian approach on geomechanical problems involving large deformations.” In Proc., SIMULIA Customer Conf., 420–435. Paris: Dassault Systèmes. https://doi.org/10.1016/j.compgeo.2010.09.002.
Rattley, M. J., D. J. Richards, and B. M. Lehane. 2008. “Uplift performance of transmission tower foundations embedded in clay.” J. Geotech. Geoenviron. Eng. 134 (4): 531–540. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:4(531).
Sheahan, T. C., C. C. Ladd, and J. T. Germaine. 1996. “Rate-dependent undrained shear behavior of saturated clay.” J. Geotech. Eng. 122 (2): 99–108. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:2(99).
Silva, V. M., L. S. Carvalho, and J. R. Moreira. 2011. “Virtual fall cone tests using discrete element method.” In Proc., 14th Pan-Am CGS Geotechnical Conf. Richmond, BC: Canadian Geotecnical Society.
Sivakumar, V., B. C. O’Kelly, L. Henderson, C. Moorhead, and S. H. Chow. 2015. “Measuring the plastic limit of fine soils: An experimental study.” Proc. Inst. Civ. Eng. Geotech. Eng. 168 (1): 53–64. https://doi.org/10.1680/geng.14.00004.
Skempton, A. W., and R. D. Northey. 1952. “The sensitivity of clays.” Géotechnique 3 (1): 30–53. https://doi.org/10.1680/geot.1952.3.1.30.
Tran, Q. A., W. Solowski, M. Karstunen, and L. Korkiala-Tanttu. 2017. “Modelling of fall-cone tests with strain-rate effects.” Procedia Eng. 175: 293–301. https://doi.org/10.1016/j.proeng.2017.01.029.
Tran, Q. A., and W. Sołowski. 2019. “Generalized interpolation material point method modelling of large deformation problems including strain-rate effects—Application to penetration and progressive failure problems.” Comput. Geotech. 106 (Feb): 249–265. https://doi.org/10.1016/j.compgeo.2018.10.020.
Vardanega, P. J., and S. K. Haigh. 2014. “The undrained strength–liquidity index relationship.” Can. Geotech. J. 51 (9): 1073–1086. https://doi.org/10.1139/cgj-2013-0169.
Vardanega, P. J., B. C. O’Kelly, S. K. Haigh, and S. Shimobe. 2018. “Classifying and characterising fine-grained soils using fall cones.” In Proc., European Conf. on Geotechnical Engineering, edited by R. Skopje, 821–826. London: International Society for Soil Mechanics and Geotechnical Engineering.
Wang, D., B. Bienen, M. Nazem, Y. Tian, J. Zheng, T. Pucker, and M. F. Randolph. 2015. “Large deformation finite element analyses in geotechnical engineering.” Comput. Geotech. 65 (Apr): 104–114. https://doi.org/10.1016/j.compgeo.2014.12.005.
Wood, D. M. 1982. “Cone penetrometer and liquid limit.” Géotechnique 32 (2): 152–157. https://doi.org/10.1680/geot.1982.32.2.152.
Wood, D. M. 1985. “Some fall-cone tests.” Géotechnique 35 (1): 64–68. https://doi.org/10.1680/geot.1985.35.1.64.
Wood, D. M. 1990. Soil behaviour and critical state soil mechanics. Cambridge, UK: Cambridge University Press. https://doi.org/10.1017/CBO9781139878272.
Wood, D. M., and C. P. Wroth. 1978. “The use of the cone penetrometer to determine the plastic limit of soils.” Ground Eng. 11 (3): 37.
Wroth, C. P., and D. M. Wood. 1978. “The correlation of index properties with some basic engineering properties of soils.” Can Geotech J. 15 (2): 137–145. https://doi.org/10.1139/t78-014.
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Received: Apr 23, 2020
Accepted: Feb 22, 2021
Published online: May 7, 2021
Published in print: Jul 1, 2021
Discussion open until: Oct 7, 2021
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