Effects of frequency and cyclic stress ratio on creep behavior of clay under cyclic loading |
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| Authors: | Huayang Lei Jingjin Liu Min Liu Zhipeng Zhang Mingjing Jiang |
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| Institution: | 1. Department of Civil Engineering, Tianjin University, Tianjin, P. R. China;2. Key Laboratory of Coast Civil Structure Safety of Education Ministry, Tianjin University, Tianjin, P. R. Chinaleihuayang74@163.com;4. Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, P. R. China |
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| Abstract: | The mechanical behavior of clay subjected to cyclic loading is important to consider in the design of the foundations of many types of structures that must resist cyclic loading, such as subgrades and offshore foundations, because clay undergoes greater settlement under cyclic loading than under static loading. The difference in settlement between these two loading patterns due to creep behavior is affected by the cyclic frequency and the cyclic stress ratio. This study investigated the effects of the frequency and cyclic stress ratio of cyclic loading on the creep behavior of a natural clay in China using stress-controlled triaxial tests. The assessed the following parameters: three frequencies, four cyclic stress ratios, and six vertical stresses. The test results indicate that the soft clay displays accelerated creep behavior under dynamic loads. A specific “limit frequency” (in this case, 0.2 Hz) and a “safe load” at which the strain of the soft clay increases very slowly were observed. The effect of the effective axial stress on the creep behavior increases with the increase in the cyclic stress ratio. Based on the tests, the critical cyclic stress ratio is 0.267 at a certain effective axial stress and frequency. |
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| Keywords: | Clay creep property cyclic loading cyclic stress ratio dynamic triaxial test loading frequency |
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