Finite-Element Lower Bound Lateral Pullout Capacity of Vertical Strip Anchors
Publication: International Journal of Geomechanics
Volume 24, Issue 10
Abstract
This paper pertains to the finite-element lower bound limit analysis (FELA-LB) of vertical strip anchors embedded in cohesionless and cohesive soils and subjected to static and earthquake forces (using pseudostatic analysis) to estimate the optimal horizontal pullout capacity using nonlinear programming (NLP) technique for isolating the optimal solution. In the developed procedure, a mesh of finite-number triangular elements and assuming a linear stress field that satisfies all the equations of internal equilibrium at all points within the soil medium, elemental interface equilibrium, boundary conditions and no-yield conditions at all the nodal points, has been adopted. In contrast to the use of linear programming (LP), as used in the early phase of the development of FELA of stability problems, in the adopted optimization scheme (NLP), the nonlinear no-yield conditions are incorporated directly, eliminating the necessity of successive linearization of the no-yield constraints. The convergence of the solutions (by varying the number of elements in the soil mesh) and extensibility of the selected stress field (by extending the mesh of elements) has been checked and ensured. The correctness of the estimated lower bound has been checked by comparing the obtained solutions with those reported in the literature. Parametric studies showing the effect of the embedment depth of the vertical anchor, soil properties, and earthquake acceleration on the horizontal pullout capacity of the vertical anchor have also been presented in the paper.
Practical Applications
Anchor plates are used in the design and construction of foundation for retaining walls, sheet piles, bulkheads, transmission towers, bridge abutments, and buried pipelines to withstand the horizontal, vertical, or inclined loads. The present study adds to the existing state of art for the design and installation of anchor systems subjected to static and seismic conditions and may improve the performance of such foundation systems.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
References
Akinmusuru, J. O. 1978. “Horizontally loaded vertical plate anchors in sand.” J. Geotech. Eng. Div. 104 (2): 283–286. https://doi.org/10.1061/AJGEB6.0000586.
Basudhar, P. K. 1976. “Some applications of mathematical programming techniques to stability problems in geotechnical engineering.” Ph.D. thesis, Dept. of Civil Engineering, Indian Institute of Technology Kanpur.
Basudhar, P. K. 2008. “Application of optimization and other evolutionary techniques in geotechnical engineering.” In Proc., 12th Int. Conf. on Computer Methods and Advances in Geomechanics, 133–145. Goa, India: International Assn for Computer Methods & Advances in Geomechanics (IACMAG).
Basudhar, P. K., M. R. Madhav, and A. J. Valsankar. 1981. “Sequential unconstrained minimization in the optimal lower bound bearing capacity analysis.” Indian Geotech. J. 11 (1): 42–55.
Basudhar, P. K., A. J. Valsankar, and M. R. Madhav. 1979. “Optimal lower bound of passive earth pressure using finite elements and non-linear programming.” Int. J. Numer. Anal. Methods Geomech. 3 (4): 367–379. https://doi.org/10.1002/nag.1610030405.
Basudhar, P. K., and D. N. Singh. 1994. “A generalized procedure for predicting optimal lower bound breakout factors of strip anchors.” Géotechnique 44 (2): 307–318. https://doi.org/10.1680/geot.1994.44.2.307.
Bell, A. 2016. “Stability analysis of shallow undrained tunnel heading uisng finite element limit analysis.” B.Tech. thesis, Faculty of Health, Engineering and Sciences, Univ. of Southern Queensland.
Bhattacharya, P., and J. Kumar. 2012. “Horizontal pullout capacity of a group of two vertical strip anchors plates embedded in sand.” Geotech. Geol. Eng. 30 (2): 513–521. https://doi.org/10.1007/s10706-011-9484-z.
Bhattacharya, P., and J. Kumar. 2013. “Seismic pullout capacity of vertical anchors in sand.” Geomech. Geoeng. 8 (3): 191–201. https://doi.org/10.1080/17486025.2012.714475.
Bhattacharya, P., and A. Roy. 2016. “Variation of horizontal pullout capacity with width of vertical anchor plate.” Int. J. Geomech. 16 (5): 06016002. https://doi.org/10.1061/(ASCE)GM.1943-5622.000063.
BIS (Bureau of Indian Standards). 1962. Indian standard recommendations for earthquake resistant design of structures. IS:1893-1962. New Delhi, India: BIS.
Bottero, A., R. Negre, J. Pastor, and S. Turgeman. 1980. “Finite element method and limit analysis theory for soil mechanics problems.” Comput. Methods Appl. Mech. Eng. 22 (1): 131–149. https://doi.org/10.1016/0045-7825(80)90055-9.
Chen, W. F. 1975. Limit analysis and soil plasticity. Amsterdam, Netherlands: Elsevier.
Chen, W. F., and G. Y. Baladi. 1985. Soil plasticity: Theory and implementation. Amsterdam, Netherlands: Elsevier.
Chen, W. F., and X. L. Liu. 1991. Limit analysis in soil mechanics. Amsterdam, Netherlands: Elsevier.
Chen, W. F., and E. Mizuno. 1990. Nonlinear analysis in soil mechanics. Amsterdam, Netherlands: Elsevier.
Choudhary, A. K., and S. K. Dash. 2017. “Load-carrying mechanism of vertical plate anchors in sand.” Int. J. Geomech. 17 (5): 04016116. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000813.
Choudhury, D., and K. S. Subba Rao. 2004. “Seismic uplift capacity of strip anchors in soil.” Geotech. Geol. Eng. 22 (1): 59–72. https://doi.org/10.1023/B:GEGE.0000014003.69378.6a.
Choudhury, D., and K. S. Subba Rao. 2005. “Seismic uplift capacity of inclined strip anchors.” Can. Geotech. J. 42 (1): 263–271. https://doi.org/10.1139/t04-074.
Das, B. M. 1975. “Pullout resistance of vertical anchors.” J. Geotech. Eng. Div. 101 (1): 87–91. https://doi.org/10.1061/AJGEB6.0000142.
Das, B. M. 1978. “Model tests for uplift capacity of foundations in clay.” Soils Found. 18 (2): 17–24. https://doi.org/10.3208/sandf1972.18.2_17.
Das, B. M. 1990. Earth anchors. Amsterdam, Netherlands: Elsevier.
Das, B. M., R. Moreno, and K. F. Dallo. 1985. “Ultimate pullout capacity of shallow vertical anchors in clay.” Soils Found. 25 (2): 148–152. https://doi.org/10.3208/sandf1972.25.2_148.
Das, B. M., and G. R. Seeley. 1975. “Load-displacement relationship for vertical anchor plates.” J. Geotech. Eng. Div. 101 (7): 711–715. https://doi.org/10.1061/AJGEB6.0000180.
Das, B. M., G. R. Seeley, and S. C. Das. 1977. “Ultimate resistance of deep vertical anchor in sand.” Soils Found. 17 (2): 52–56. https://doi.org/10.3208/sandf1972.17.2_52.
Das, B. M., and S. K. Shukla. 2013. Earth anchors. 2nd ed. Plantation, FL: J. Ross Publishing.
Davis, E. H. 1968. “Theories of plasticity and the failure of soil masses.” Chap. 6 in Soil mechanics-selected topics, edited by I. K. Lee, 341–380. London: Butterworth.
Davis, R. O., and A. P. S. Selvadurai. 2005. Plasticity and geomechanics. Cambridge, UK: Cambridge University Press.
Dickin, E. A., and C. F. Leung. 1983. “Centrifugal model tests on vertical anchor plates.” J. Geotech. Eng. 109 (12): 1503–1525. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:12(1503).
Dickin, E. A., and C. F. Leung. 1985. “Evaluation of design methods for vertical anchor plates.” J. Geotech. Eng. 111 (4): 500–520. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:4(500).
Drucker, D. C., and W. Prager. 1952. “Soil mechanics and plastic analysis or limit design.” Q. Appl. Math. 10 (2): 157–165. https://doi.org/10.1090/qam/48291.
FHWA (Federal Highway Authority), DOT. 2006. Ground anchors and anchored systems. Honolulu, Hawaii: University Press of the Pacific.
Jadid, R., M. Z. Abedin, A. R. Shahriar, and M. Z. U. Arif. 2018. “Analytical model for pullout capacity of a vertical concrete anchor block embedded at shallow depth in cohesionless soil.” Int. J. Geomech. 18 (7): 06018017. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001212.
Kame, G. S., D. M. Dewaikar, and D. Choudhury. 2012a. “Pullout capacity of a vertical plate anchor embedded in cohesionless soil.” Earth Sci. Res. 1 (1): 27–56. https://doi.org/10.5539/esr.v1n1p27.
Kame, G. S., D. M. Dewaikar, and D. Choudhury. 2012b. “Pullout capacity of vertical plate anchors in cohesion-less soil.” Geomech. Eng. 4 (2): 105–120. https://doi.org/10.12989/gae.2012.4.2.105.
Kassim, K. A., R. Nazir, and H. Niroumand. 2010. “Analytical and numerical studies of vertical anchor plates in cohesionless soils.” Electron. J. Geotech. Eng. 15: 123–126.
Khan, V. 2012. “Optimal lower bound solutions of plane strain stability problems in geotechnical engineering.” M.Tech. thesis, Dept. of Civil Engineering, Indian Institute of Technology Kanpur.
Khan, V., and P. K. Basudhar. 2022. “Generalized lower-bound bearing capacity analysis of shallow inverted triangular-based strip footings.” Int. J. Geomech. 22 (10): 04022174. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002469.
Kumar, J. 2002. “Seismic horizontal pullout capacity of vertical anchors in sands.” Can. Geotech. J. 39 (4): 982–991. https://doi.org/10.1139/t02-021.
Kumar, J., and V. B. K. Mohan Rao. 2004. “Seismic horizontal pullout capacity of shallow vertical anchors in sand.” Geotech. Geol. Eng. 22: 331–349. https://doi.org/10.1023/B:GEGE.0000025032.85455.e4.
Kumar, J., and J. P. Sahoo. 2012. “Upper bound solution for pullout capacity of vertical anchors in sand using finite elements and limit analysis.” Int. J. Geomech. 12 (3): 333–337. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000160.
Laouamri, H., and S. Messast. 2021. “Numerical study of the ultimate pullout capacity of vertical anchor plate.” In Proc., Int. Congress on the Phenomenological Aspects of Civil Engineering. Erzurum, Turkey: Atatürk University.
Li, A.-J., J. W. Mburu, C. W. Chen, and K.-H. Yang. 2022. “Investigations of silty soil slopes under unsaturated conditions based on strength reduction finite element and limit analysis.” KSCE J. Civ. Eng. 26: 1095–1110. https://doi.org/10.1007/s12205-021-1162-y.
Lyamin, A. V., and S. W. Sloan. 2002. “Lower bound limit analysis using non-linear programming.” Int. J. Numer. Methods Eng. 55 (5): 573–611. https://doi.org/10.1002/nme.511.
Lysmer, J. 1970. “Limit analysis of plane problems in soil mechanics.” J. Soil Mech. Found. Div. 96 (4): 1311–1334. https://doi.org/10.1061/JSFEAQ.0001441.
Maitra, S., D. White, S. Chatterjee, and D. Choudhury. 2019. “Numerical modelling of seepage and tension beneath plate anchors.” Comput. Geotech. 108 (4): 131–142. https://doi.org/10.1016/j.compgeo.2018.12.022.
Merifield, R. S., and S. W. Sloan. 2006. “The ultimate pullout capacity of anchors in frictional soils.” Can. Geotech. J. 43 (8): 852–868. https://doi.org/10.1139/t06-052.
Merifield, R. S., S. W. Solan, and H. S. Yu. 2001. “Stability of plate anchors in undrained clay.” Géotechnique 51 (2): 141–153. https://doi.org/10.1680/geot.2001.51.2.141.
Meyerhof, G. G. 1973. “Uplift resistance of inclined anchors and piles.” In Vol. 2 of Proc., 8th Int. Conf. Soil Mechanics and Foundation Engineering, 167–172. Moscow: Edinburgh University.
Murray, E. J., and J. D. Geddes. 1989. “Resistance of passive inclined anchors in cohesionless medium.” Géotechnique 39 (3): 417–431. https://doi.org/10.1680/geot.1989.39.3.417.
Mushtaq, M., and J. P. Sahoo. 2023. “Pullout capacity of vertical plate anchors in unsaturated clay considering variable surface flow conditions.” Mar. Georesour. Geotechnol. 41: 1–15. https://doi.org/10.1080/1064119X.2023.2237512.
Neely, W. J., J. G. Stuart, and J. Graham. 1973. “Failure loads of vertical anchor plates in sand.” J. Soil Mech. Found. Div. 99 (9): 669–685. https://doi.org/10.1061/JSFEAQ.0001925.
Niraumand, H., and K. A. Kassim. 2016. Design and construction of soil anchor plates. Oxford, UK: Butterworth-Heinnmann.
Optum. 2016. Optum computational engineering [computer software]. Copenhagen NV, Denmark: Optum.
Ovesen, N. K. 1964. Anchors slabs, calculation methods and model tests. Copenhagen, Denmark: Geotechnical Institute.
Ovesen, N. K., and H. Stromann. 1972. “Design method for vertical anchor slabs in sand.” Perform. Earth Earth-Supported Struct. 1 (2): 1481–1500.
Powell, M. J. D. 1964. “An efficient method for finding the minimum of a function of several variables without calculating derivatives.” Comput. J. 7 (2): 155–162. https://doi.org/10.1093/comjnl/7.2.155.
Rowe, R. K., and E. H. Davis. 1982a. “The behaviour of anchor plates in clay.” Géotechnique 32 (1): 9–23. https://doi.org/10.1680/geot.1982.32.1.9.
Rowe, R. K., and E. H. Davis. 1982b. “The behaviour of anchor plates in sand.” Géotechnique 32 (1): 25–41. https://doi.org/10.1680/geot.1982.32.1.25.
Sahoo, J. P., and J. Kumar. 2012. “Horizontal pullout resistance for a group of two vertical plate anchors in clays.” Geotech. Geol. Eng. 30: 1279–1287. https://doi.org/10.1007/s10706-012-9537-y.
Seed, H. B. 1979. “Considerations in the earthquake-resistant design of earth and rockfill dams.” Géotechnique 29 (3): 215–263. https://doi.org/10.1680/geot.1979.29.3.215.
Shahriar, A. R., M. S. Islam, and R. Jadid. 2020. “Ultimate pullout capacity of vertical anchors in frictional soils.” Int. J. Geomech. 20 (2): 04019153. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001576.
Singh, D. N., and P. K. Basudhar. 1993. “A note on the effect of mesh pattern on the lower-bound bearing capacity of embedded strip footings.” Int. J. Numer. Anal. Methods Geomech. 17 (10): 735–743. https://doi.org/10.1002/nag.1610171005.
Singh, D. N., P. K. Basudhar, and S. K. Srivastava. 1995. “Limit analysis of stability problems in geotechnical engineering: State-of-the-art.” Indian Geotech. J. 25 (3): 314–341.
Singh, V., S. Maitra, and S. Chatterjee. 2017. “Generalized design approach for inclined strip anchors in clay.” Int. J. Geomech. 17 (6): 04016148. https://doi.org/10.1061/(ASCE)GM.1943-5622.000084.
Sloan, S. W. 1988. “Lower bound limit analysis using finite elements and linear programming.” Int. J. Numer. Anal. Methods Geomech. 12 (1): 61–77. https://doi.org/10.1002/nag.1610120105.
Sloan, S. W. 1989. “Upper bound limit analysis using finite elements and linear programming.” Int. J. Numer. Anal. Methods Geomech. 13 (3): 263–282. https://doi.org/10.1002/nag.1610130304.
Sloan, S. W. 2008. “Limit analysis with adaptive mesh refinement.” In Proc., 8th World Congress on Computational Mechanics. Venice, Italy: CIMNE.
Sokolovskii, V. V. 1960. Statics of soil media. London: Butterworths.
Teng, W. C. 1962. Foundation design. Englewood Cliffs, NJ: Prentice-Hall.
Terzaghi, K. 1950. Mechanisms of landslides. Berkeley, CA: Geotechnical Society of America.
Yu, L., J. Liu, X.-J. Kong, and Y. Hu. 2011. “Numerical study on plate anchor stability in clay.” Géotechnique 61 (3): 235–246. https://doi.org/10.1680/geot.8.P.071.
Zimmermaan, T., C. Rodriguez, and B. Dendrou. 1988. “Z-SOIL.PC: A program for solving soil mechanics problems on a personal computer using plasticity theory.” In Vol. 3 of Proc. 6th Int. Conf. on Numerical Methods in Geomechanics, 2121–2126. Rotterdam, Netherlands: A.A. Balkema.
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© 2024 American Society of Civil Engineers.
History
Received: Oct 20, 2023
Accepted: Apr 15, 2024
Published online: Jul 30, 2024
Published in print: Oct 1, 2024
Discussion open until: Dec 30, 2024
ASCE Technical Topics:
- Analysis (by type)
- Anchors
- Computer programming
- Computing in civil engineering
- Continuum mechanics
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Equipment and machinery
- Finite element method
- Geomechanics
- Geotechnical engineering
- Linear functions
- Mathematical functions
- Mathematics
- Methodology (by type)
- Nonlinear analysis
- Numerical analysis
- Numerical methods
- Pullout behavior
- Soil analysis
- Soil dynamics
- Soil mechanics
- Soil properties
- Solid mechanics
- Structural analysis
- Structural dynamics
- Structural engineering
- Uplifting behavior
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