Similar articles

Abstract: This paper presents a semi-analytical method to solve one dimensional consolidation problem by taking consideration of varied compressibility of soil under cyclic loading. In the method, soil stratum is divided equally into n layers while load and consolidation time are also divided into small parts and time intervals accordingly. The problem of one-dimensional consolidation of soil stratum under cyclic loading can then be dealt with at each time interval as one-dimensional linear consolidation of multi-layered soils under constant loading. The compression or rebounding of each soil layer can be judged by the effective stress of the layer. When the effective stress is larger than that in the last time interval, the soil layer is compressed, and when it is smaller, the soil layer rebounds. Thus, appropriate compressibility can be chosen and the consolidation of the layered system can be analyzed by the available analytical linear consolidation theory. Based on the semi-analytical method, a computer program was developed and the behavior of one-dimensional consolidation of soil with varied compressibility under cyclic loading was investigated, and compared with the available consolidation theory which takes no consideration of varied compressibility of soil under cyclic loading. The results showed that by taking the variable compressibility into account, the rate of consolidation of soil was greater than the one predicted by conventional consolidation theory.

[1] Alonso, E.E., Krizek, R.J., 1974. Randomness of settlement rate under stochastic load. Journal of Geotechnical Engineering Division, ASCE, 100(EM6):1211-1226.

[2] Baligh, M.M., Levadoux, J.N., 1978. Consolidation theory of cyclic loading. Journal of Geotechnical Engineering Division, ASCE, 104(GT4):415-431.

[3] Chen, J.Z., Zhu, X.R., Xie, K.H., Zeng, G.X., 1996. One Dimensional Consolidation of Soft Clay under Trapezoidal Cyclic Loading. Proc. of the second International Conference on Soft Soil Engineering, Nanjing, p.211-216.

[4] Favaretti, M., Soranzo, M., 1995. A Simplified Consolidation Theory in Cyclic Loading Conditions. Proc. of Int. Symposium on Compression and Consolidation of Clayey Soils, Japan, p.405-409.

[5] Guan, S.H., Xie, K.H., Hu, A.F., 2003. An analysis on one dimensional consolidation behavior of soils under cyclic loading. Rock & Soil Mechanics, 24(5):849-853 (in Chinese).

[6] Lee, P.K.K., Xie, K.H., Cheung, Y.K., 1992. A study on one dimensional consolidation of layered systems. International Journal for Numerical and Analytical Methods in Geomechanics, 16:815-831.

[7] Li, B.H., Xie, K.H., Ying, H.W., Zeng, G.X., 1999. Semi-analytical solution of one dimensional non-linear consolidation of soft clay under time-dependent loading. Chinese Journal of Geotechnical Engineering, 21(3):288-293 (in Chinese).

[8] Olson, R.E., 1977. Consolidation under time-dependent loading. Journal of Geotechnical Engineering Division, ASCE, 103(GT1):55-60.

[9] Schiffman, R.L., 1958. Consolidation of Soil under Time-dependent Loading and Varying Permeability. Proceedings, Highway Research Board, Washington, 37:584-617.

[10] Wilson, N.E., Elgohary, M.M., 1974. Consolidation of soils under cyclic loading. Canadian Geotechnical Journal, 11(3):420-423.

[11] Xie, K.H., Pan, Q.Y., 1995. Consolidation theory of layered soils under time dependent loading. Chinese Journal of Geotechnical Engineering, 17(5):80-85 (in Chinese).

[12] Xie, K.H., Leo, C.J., 1999. An Investigation into the Nonlinear Consolidation of Layered Soft Soils. Research Report CE11, School of Civic Engineering and Environment, UWS, Nepean, Australia.