Open Access
Issue |
E3S Web of Conf.
Volume 382, 2023
8th International Conference on Unsaturated Soils (UNSAT 2023)
|
|
---|---|---|
Article Number | 03009 | |
Number of page(s) | 6 | |
Section | Cyclic & Dynamic Behavior of Unsaturated Soils | |
DOI | https://doi.org/10.1051/e3sconf/202338203009 | |
Published online | 24 April 2023 |
- Borghei, A., Ghayoomi, M., & Turner, M. (2020). Effects of groundwater level on seismic response of soil–foundation systems. Journal of Geotechnical and Geoenvironmental Engineering, 146(10), 04020110. [CrossRef] [Google Scholar]
- Stacul, S., Squeglia, N., & Morelli, F. (2017). Laterally loaded single pile response considering the influence of suction and nonlinear behaviour of reinforced concrete sections. Applied Sciences, 7(12), 1310. [CrossRef] [Google Scholar]
- Lalicata, L. M., Desideri, A., Casini, F., & Thorel, L. (2019). Experimental observation on laterally loaded pile in unsaturated silty soil. Canadian Geotechnical Journal, 56(11), 1545-1556. [CrossRef] [Google Scholar]
- Cheng, X., & Vanapalli, S. K. (2021). A numerical technique for modeling the behavior of single piles in unsaturated soils. In MATEC Web of Conferences (Vol. 337, p. 03012). EDP Sciences. [Google Scholar]
- Lalicata, L. M., Rotisciani, G. M., Desideri, A., & Casini, F. (2021). A numerical model to study the response of piles under lateral loading in unsaturated soils. Geosciences, 12(1), 1. [CrossRef] [Google Scholar]
- Mokwa, R. L., Duncan, J. M., & Helmers, M. J. (2000). Development of py curves for partly saturated silts and clays. In New Technological and Design Developments in Deep Foundations (pp. 224-239). [Google Scholar]
- Sivakumaran, S. (2019). Development of a Verified Non-Linear Winkler Model for the Seismic Analysis of Piles in Improved Ground, M.S. Thesis, University of Oklahoma, Norman, Oklahoma, U.S.A. [Google Scholar]
- Hashash, Y. M. A., Musgrove, M. I., Harmon, J. A., Groholski, D. R., Phillips, C. A., & Park, D. (2016). DEEPSOIL 6.1, Users Manual. Urbana, IL, Board of Trustees of University of Illinois at Urbana-Champaign. [Google Scholar]
- Sritharan, S., & Huang, J. (2010). Characterizing lateral load behavior of a pile in improved soils surrounded by soft clay using the Winkler analysis concept. In GeoFlorida 2010: Advances in Analysis, Modeling & Design, Geo-Institute, ASCE (pp. 1622-1632). [CrossRef] [Google Scholar]
- Soltani, H., & Muraleetharan, K. K. Predicting Seismic Response of a Single Pile in Cement-Treated Soft Clay Using a Bouc-Wen Type Model. In IFCEE 2018 (pp. 262-271). [Google Scholar]
- Boulanger, R. W., Curras, C. J., Kutter, B. L., Wilson, D. W., & Abghari, A. (1999). Seismic soil-pile-structure interaction experiments and analyses. Journal of geotechnical and geoenvironmental engineering, 125(9), 750-759. [CrossRef] [Google Scholar]
- Matlock, H. (1970, April). Correlation for design of laterally loaded piles in soft clay. In Offshore technology conference. OnePetro. [Google Scholar]
- Hilber, H. M., Hughes, T. J., & Taylor, R. L. (1977). Improved numerical dissipation for time integration algorithms in structural dynamics. Earthquake Engineering & Structural Dynamics, 5(3), 283-292. [CrossRef] [Google Scholar]
- Muraleetharan, K. K., Mish, K. D., & Arulanandan, K. (1994). A fully coupled non‐linear dynamic analysis procedure and its verification using centrifuge test results. International Journal for Numerical and Analytical Methods in Geomechanics, 18(5), 305-325. [CrossRef] [Google Scholar]
- Darendeli, M. B. (2001). Development of a new family of normalized modulus reduction and material damping curves, Ph.D. Dissertation, The university of Texas at Austin. [Google Scholar]
- Dickenson, S. E., & Seed, R. B. (1994). Preliminary report on correlations of shear wave velocity and engineering properties for soft soil deposits in the San Francisco Bay Region. research report, Department of Civil Engineering, UCB/EERC-94/XX, Berkeley, CA. [Google Scholar]
- Vanapalli, S. K., Fredlund, D. G., Pufahl, D. E., & Clifton, A. W. (1996). Model for the prediction of shear strength with respect to soil suction. Canadian geotechnical journal, 33(3), 379-392. [CrossRef] [Google Scholar]
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