Abstract
A new type of displacement pile, the X-section cast-in-place concrete (XCC) pile, has recently been developed in China. Extensive field tests and laboratory experiments are undertaken to evaluate its performance and quantify the non-uniform deformation effect (NUDE) of the X-shaped cross section during installation. This paper develops a simplified theoretical model that attempts to capture the NUDE. Based on the theory of complex variable plane elasticity, closed-form solutions of the stress and displacement for the X-shaped cavity boundary value problem are given. Subsequently, the analytical solution is used to evaluate the NUDE, the concrete filling index (CFI), and the perimeter reduction coefficient of the XCC pile cross section. The computed results are compared with field test results, showing reasonable agreement. The present simplified theoretical model reveals the deformation mechanism of the X-shaped cavity and facilitates application of the newly developed XCC pile technique in geotechnical engineering.
Similar content being viewed by others
References
Liu, H. L., Zhou, H., and Kong, G. Q. XCC pile installation effect in soft soil ground: a simplified analytical model. Computers and Geotechnics, 62, 268–282 (2014)
Lyu, Y. R., Liu, H. L., Ng, C. W. W., Ding, X. M., and Gunawan, A. Three-dimensional numerical analysis of the stress transfer mechanism of XCC piled raft foundation. Computers and Geotechnics, 55, 365–377 (2014)
Lyu, Y. R., Liu, H. L., Ding, X. M., and Kong, G. Q. Field tests on bearing characteristics of X-section pile composite foundation. Journal of Performance of Constructed Facilities, 26, 180–189 (2012)
Lyu, Y. R., Liu, H. L., Ng, C. W. W., Gunawan, A., and Ding, X. M. A modified analytical solution of soil stress distribution for XCC pile foundations. Acta Geotechnica, 9, 529–546 (2014)
Poulos, H. G. and Davis, E. H. Pile Foundation Analysis and Design, John Wiley and Sons, New York (1980)
Fleming, K., Weltman, A., Randolph, M., and Elson, K. Piling Engineering, Taylor Francis, London (1985)
Hill, R. The Mathematical Theory of Plasticity, Oxford University Press, London (1950)
Timoshenko, S. and Goodier, J. N. Theory of Elasticity, McGraw Hill International Book, New York (1951)
Muskhelishvili, N. I. Some Basic Problems of the Mathematical Theory of Elasticity, Springer, Netherlands (1954)
Savin, G. N. Stress Concentration Around Holes, Pergamon Press, Oxford (1961)
Novozhilov, V. V. Theory of Elasticity, Pergamon Press, Oxford (1961)
Jaeger, J. C. and Cook, N. G. W. Fundamentals of Rock Mechanics, Chapman and Hall, London, 266–273 (1979)
Sokolnikoff, I. S. Mathematical Theory of Elasticity, 2nd ed., Krieger Publishing Company, Malabar, 292–295 (1983)
Lei, G. H., Ng, C. W. W., and Rigby, D. B. Stress and displacement around an elastic artificial rectangular hole. Journal of Engineering Mechanics, 127, 880–890 (2001)
Guo, J. H. and Liu, G. T. Analytic solutions to problem of elliptic hole with two straight cracks in one-dimensional hexagonal quasicrystals. Applied Mathematics and Mechanics (English Edition), 29, 485–493 (2008) DOI 10.1007/s10483-008-0406-x
Wang, Y. J. and Gao, C. F. The mode III cracks originating from the edge of a circular hole in a piezoelectric solid. International Journal of Solids and Structures, 45, 4590–4599 (2008)
Bowie, O. L. Analysis of an infinite plate containing radial cracks originating at the boundary of an internal circular hole. Journal of Mathematics and Physics, 35, 60–71 (1956)
Lu, Z. X., Liu, P., and Guo, J. H. Exact solutions of two semi-infinite collinear cracks in piezoelectric strip. Applied Mathematics and Mechanics (English Edition), 32, 1399–1406 (2011) DOI 10.1007/s10483-011-1510-9
Guo, J. H. and Lu, Z. X. Line field analysis and complex variable method for solving elastic-plastic fields around an anti-plane elliptic hole. Science China Physics, Mechanics and Astronomy, 54, 1495–1501 (2011)
Guo, J. H., Liu, P., Lu, Z. X., and Qin, T. Y. Anti-plane analysis of semi-infinite crack in piezoelectric strip. Applied Mathematics and Mechanics (English Edition), 32, 75–82 (2011) DOI 10.1007/s10483-011-1395-9
Yu, J., Guo, J., and Xing, Y. Complex variable method for an anti-plane elliptical cavity of onedimensional hexagonal piezoelectric quasicrystals. Chinese Journal of Aeronautics, 28, 1287–1295 (2015)
Liu, X. and Guo, J. Interaction between a screw dislocation and an oblique edge crack in a half-infinite MEE solid. Theoretical and Applied Fracture Mechanics, 86, 225–232 (2016)
Zhou, H., Liu, H. L., Kong, G. Q., and Huang, X. Analytical solution of undrained cylindrical cavity expansion in saturated soil under anisotropic initial stress. Computers and Geotechnics, 55, 232–239 (2014)
Zhou, H., Liu, H. L., and Kong, G. Q. Analytical solution for pressure-controlled elliptical cavity expansion in elastic-perfectly plastic soil. Géotechnique, 4, 72–28 (2014)
Zhou, H., Kong, G. Q., Li, P., and Liu, H. L. Flat cavity expansion: theoretical model and application to the interpretation of the flat dilatometer test. Journal of Engineering Mechanics, 142, 04015058 (2015)
Zhou, H., Kong, G. Q., and Liu, H. L. A semi-analytical solution for cylindrical cavity expansion in elastic-perfectly plastic soil under biaxial in situ stress field. Géotechnique, 66, 584–596 (2016)
Liu, H. L., Zhou, H., and Kong, G. Q. Upper-bound solution for flat cavity expansion model. Journal of Engineering Mechanics, 142, 04016035 (2016)
Tsukrov, I. and Novak, J. Effective elastic properties of solids with two-dimensional inclusions of irregular shapes. International Journal of Solids and Structures, 41, 6905–6924 (2004)
Author information
Authors and Affiliations
Corresponding author
Additional information
Project supported by the National Natural Science Foundation of China (No. 51420105013), the State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology (No. SKLGDUEK1713), and the Fundamental Research Funds for the Central Universities (Nos. 106112017CDJXY200003 and 106112017CDJPT200001)
Rights and permissions
About this article
Cite this article
Zhou, H. Complex variable solution for boundary value problem with X-shaped cavity in plane elasticity and its application. Appl. Math. Mech.-Engl. Ed. 38, 1329–1346 (2017). https://doi.org/10.1007/s10483-017-2235-8
Received:
Revised:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10483-017-2235-8
Key words
- complex variable solution
- boundary value problem
- plane elasticity
- X-section cast-in-place concrete (XCC) pile
- deformation mechanism
- theoretical study