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《Journal of Zhejiang University(Natural Science)》 1988-05
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1-D Consolidation of Saturated Clays under Cyclic Loadings

Wu Shiming Chen Longzhu Yang Dan  
In this paper,the authors derived a general solution of 1-D consolidation for saturated clay under various cyclic loadings in terms of integration,and o-btained the solutions of clay layers subjected to step loading,and square,triangular,sinusoidal and trapezoidal cyclic loadings with the same assumptions as Terzaghi's 1-D static consolidation theory,which is only a special case of the general solution herein.In the meantime,the authors conducted a series of consolidation tests on Xiaoshan Clay under cyclic square loading in the laboratory with various pressure amplitudes and periods.The comparisons between theory and experimental results were made and some conclusions were drawn.
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