CLC number: TU473.1
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2015-07-15
Cited: 2
Clicked: 5800
Citations: Bibtex RefMan EndNote GB/T7714
Zhen-ya Li, Kui-hua Wang, Shu-hui Lv, Wen-bing Wu. A new approach for time effect analysis in the settlement of single pile in nonlinear viscoelastic soil deposits[J]. Journal of Zhejiang University Science A, 2015, 16(8): 630-643.
@article{title="A new approach for time effect analysis in the settlement of single pile in nonlinear viscoelastic soil deposits",
author="Zhen-ya Li, Kui-hua Wang, Shu-hui Lv, Wen-bing Wu",
journal="Journal of Zhejiang University Science A",
volume="16",
number="8",
pages="630-643",
year="2015",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1400329"
}
%0 Journal Article
%T A new approach for time effect analysis in the settlement of single pile in nonlinear viscoelastic soil deposits
%A Zhen-ya Li
%A Kui-hua Wang
%A Shu-hui Lv
%A Wen-bing Wu
%J Journal of Zhejiang University SCIENCE A
%V 16
%N 8
%P 630-643
%@ 1673-565X
%D 2015
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1400329
TY - JOUR
T1 - A new approach for time effect analysis in the settlement of single pile in nonlinear viscoelastic soil deposits
A1 - Zhen-ya Li
A1 - Kui-hua Wang
A1 - Shu-hui Lv
A1 - Wen-bing Wu
J0 - Journal of Zhejiang University Science A
VL - 16
IS - 8
SP - 630
EP - 643
%@ 1673-565X
Y1 - 2015
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1400329
Abstract: A new and simple approach is presented to analyze the time effect in the settlement of single pile and the distributions of pile shaft resistance and pile axial force. First, the viscosity of soil is considered by using a linear damper, and the nonlinear elasticity of pile lateral soil and pile end soil are simulated by using a hyperbola model and idealized elastoplastic model, respectively. Then, the settlement of the pile head, shaft resistance, and axial force along the pile are derived by virtue of a wave equation analysis program based on traveling wave decomposition. Based on the solutions, a parametric study has been undertaken to investigate the influences of the parameters of a pile-soil system on the settlement behavior of a single pile. Finally, the calculated results are compared with the measured results to demonstrate the effectiveness and accuracy of the proposed approach. Note that the presented solution allows for a good prediction of the settlement behavior of a single pile and can provide a reference for the preliminary design of a pile foundation.
This manuscript aims to predict the settlement behavior of single piles driven in multilayered soils, and to obtain the distribution of the pile shaft resistance, thus providing a reference for preliminary design of a pile foundation. The results shown in Figures are interesting and show a good performance of the proposed model.
[1]Ai, Z.Y., Han, J., 2009. Boundary element analysis of axially loaded piles embedded in a multi-layered soil. Computers and Geotechnics, 36(3):427-434.
[2]Bartolomei, A.A., Omel’chak, I.M., 2003. Effect of loading character on analysis of pile and pile-foundation settlements. Soil Mechanics and Foundation Engineering, 40(5):153-160.
[3]Booker, J.R., Poulos, H.G., 1976. Analysis of creep settlement of pile foundations. Journal of the Geotechnical Engineering Division, 102(1):1-14.
[4]Chandler, R.J., 1968. The shaft friction of piles in cohesive soils in terms of effective stress. Civil Engineering and Public Works Review, 63(738):48-51.
[5]Chin, F.K., 1983. Bilateral plate bearing tests. Proceedings of International Symposium on in situ Testing, Paris, France, p.29-33.
[6]Chow, Y.K., 1989. Axially loaded piles and pile groups embedded in a cross-anisotropic soil. Géotechnique, 39(2):203-212.
[7]Comodromos, E.M., Papadopoulou, M.C., Rentzeperis, I.K., 2009. Pile foundation analysis and design using experimental data and 3-D numerical analysis. Computers and Geotechnics, 36(5):819-836.
[8]Danno, K., Kimura, M., 2009. Evaluation of long-term displacements of pile foundation using coupled FEM and centrifuge model test. Soils and Foundations, 49(6):941-958.
[9]Feng, S.Y., Wei, L.M., He, C.Y., et al., 2014. A computational method for post-construction settlement of high-speed railway bridge pile foundation considering soil creep effect. Journal of Central South University, 21(7):2921-2927.
[10]Guo, W.D., 2000. Visco-elastic consolidation subsequent to pile installation. Computers and Geotechnics, 26(2):113-144.
[11]Guo, W.D., 2001. Pile capacity in nonhomogeneous softening soil. Soils and Foundations, 41(2):111-120.
[12]Gupta, R.C., 2012. Hyperbolic model for load tests on instrumented drilled shafts in intermediate geomaterials and rock. Journal of Geotechnical and Geoenvironmental Engineering, 138(11):1407-1414.
[13]Gupta, R.C., 2013. Load-settlement behavior of drilled shafts in multilayered deposits of soils and intermediate geomaterials. Geotechnical Testing Journal, 36(5):1-17.
[14]Hao, J., Dong, J., 2014. Study on application of Asaoka method on settlement prediction of pile foundation for high speed railway bridges. Proceedings of the 10th Asia Pacific Transportation Development Conference, Beijing, China, p.671-676.
[15]Jaky, J., 1944. The coefficient of earth pressure at rest. Journal of the Society of Hungarian Architects and Engineers, 78(22):355-358.
[16]Kezdi, S., 1965. Bearing mechanism of piles. Géotechnique, 20(1):1-5 (in Japanese).
[17]Kim, H.J., Mission, J.L.C., Park, I.S., 2007. Analysis of static axial load capacity of single piles and large diameter shafts using nonlinear load transfer curves. KSCE Journal of Civil Engineering, 11(6):285-292.
[18]Liu, J., Xiao, H.B., Tang, J., et al., 2004. Analysis of load-transfer of single pile in layered soil. Computers and Geotechnics, 31(2):127-135.
[19]MOHURD (Ministry of Housing and Urban-Rural Development), 2010. Code for Design of Concrete Structures, GB50010-2010. China Architecture & Building Press, China (in Chinese).
[20]Mylonakis, G., Gazetas, G., 1998. Settlement and additional internal forces of grouped piles in layered soil. Géotechnique, 48(1):55-72.
[21]Poulos, H.G., Davis, E.H., 1968. The settlement behaviour of single axially loaded incompressible piles and piers. Géotechnique, 18(3):351-371.
[22]Prevost, J.H., Hughes, T.J.R., 1981. Finite-element solution of elastic-plastic boundary-value problems. Journal of Applied Mechanics, 48(1):69-74.
[23]Randolph, M.F., Wroth, C.P., 1978. Analysis of deformation of vertically loaded piles. Journal of the Geotechnical Engineering Division, 104(12):1465-1488.
[24]Randolph, M.F., Deeks, A.J., 1992. Dynamic and static soil models for axial pile response. Proceedings of the 4th International Conference on the Application of Stress Wave Theory to Piles, the Hague, the Netherlands, p.21-24.
[25]Said, I., de Gennaro, V., Frank, R., 2009. Axisymmetric finite element analysis of pile loading tests. Computers and Geotechnics, 36(1-2):6-19.
[26]Seed, H.B., Reese, L.C., 1957. The action of soft clay along friction piles. American Society of Civil Engineers Transactions, 122(1):731-754.
[27]Seo, H., Prezzi, M., 2007. Analytical solutions for a vertically loaded pile in multilayered soil. Geomechanics and Geoengineering, 2(1):51-60.
[28]Seo, H., Basu, D., Prezzi, M., et al., 2009. Load-settlement response of rectangular and circular piles in multilayered soil. Journal of Geotechnical and Geoenvironmental Engineering, 135(3):420-430.
[29]Wong, K.S., Teh, C.I., 1995. Negative skin friction on piles in layered soil deposits. Journal of Geotechnical Engineering, 121(6):457-465.
[30]Wu, W.B., Wang, K.H., Zhang, Z.Q., et al., 2012. A new approach for time effect analysis of settlement for single pile based on virtual soil-pile model. Journal of Central South University, 19(9):2656-2662.
[31]Yang, Q., Leng, W.M., Zhang, S., et al., 2014. Long-term settlement prediction of high-speed railway bridge pile foundation. Journal of Central South University, 21(6):2415-2424.
[32]Zhang, Q.Q., Zhang, Z.M., 2012. A simplified nonlinear approach for single pile settlement analysis. Canadian Geotechnical Journal, 49(11):1256-1266.
[33]Zhang, Q.Q., Zhang, Z.M., He, J.Y., 2010. A simplified approach for settlement analysis of single pile and pile groups considering interaction between identical piles in multilayered soils. Computers and Geotechnics, 37(7-8):969-976.
[34]Zhao, C.Y., Leng, W.M., Zheng, G.Y., 2013. Calculation and analysis for the time-dependency of settlement of the single-driven pile in double-layered soft clay. Applied Clay Science, 79:8-12.
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