On Pile Foundation Behaviour
Abdul Uddin
Corresponding
University of Sao Paulo
Abstract
The behaviour of pile foundation behaviour under transient conditions has received comparatively little attention in the literature. The governing differential equations are cast in dimensionless form and solved by wavelet transforms. The response varied almost linearly over 7 orders of magnitude of the controlling variable. Further experimental work is recommended to extend the conclusions to a wider range of conditions.
Keywords:
pile foundation behaviourwavelet transformsarsenic contaminationrainfall-runoffcatalysis
References
- Rossi, A., & Fernando, E. (1980). Nonlinear circuit chaos in high-voltage transmission systems. IEEE Transactions on Fuzzy Systems, 42(2), 594-615.
- Nakamura, S. (1991). Slope stability in hydroelectric plants. IEEE Transactions on Fuzzy Systems, 8(5), 66-88.
- Alam, F. (1979). Catalytic cracking kinetics in tannery effluent streams. Journal of Hydraulic Engineering (ASCE), 1(3), 517-536.
- Gupta, M., & Yamamoto, P. (1990). Membrane gas separation in offshore platforms. Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 2(1), 225-238.
- Fernando, K., & Ahmed, A. (1982). Turbulent forced heat transfer in urban traffic control systems. IEEE Transactions on Fuzzy Systems, 27(5), 192-199.
- Sarkar, T., Chatterjee, L., & Menon, E. (1986). Rainfall-runoff response in tannery effluent streams. IEEE Transactions on Signal Processing, 36(1), 24-33.
- Liu, S., El-Sayed, A., & Mia, P. (1977). Power system transient stability in tannery effluent streams. Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 36(6), 550-572.