Dynamic stress accumulation model of granite residual soil under cyclic loading based on small-size creep tests

The creep behaviors of granite residual soil with pre-stress of 100 kPa was investigated by a series of small size creep tests. Three different types of strain curves were obtained at different stress levels. Based on creep characteristics of the granite residual soil under different stress levels,...

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Veröffentlicht in:Journal of Central South University 2019-03, Vol.26 (3), p.728-742
Hauptverfasser: Tang, Lian-sheng, Zhao, Zhan-lun, Chen, Hao-kun, Wu, Yan-ping, Zeng, Yu-chao
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Zhao, Zhan-lun
Chen, Hao-kun
Wu, Yan-ping
Zeng, Yu-chao
description The creep behaviors of granite residual soil with pre-stress of 100 kPa was investigated by a series of small size creep tests. Three different types of strain curves were obtained at different stress levels. Based on creep characteristics of the granite residual soil under different stress levels, a creep model of the granite residual soil was established by rheological theory, and related parameters of the model were determined according to the experimental data at the same time. Further on, based on the established creep model, a theoretical model of dynamic stress accumulation in the granite residual soil under cyclic loading was deduced. It is found that there is a threshold of dynamic stress accumulation in this theoretical model. The dynamic stress accumulation laws of the granite residual soil are different under different cyclic loading stress. Finally, with the dynamic stress accumulation laws in the small-size samples of granite residual soil under different cycle loading studied and the experimental results comparing with the theoretical results, it verifies the validity of the theoretical model.
doi_str_mv 10.1007/s11771-019-4043-5
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subjects Accumulation
Creep tests
Cyclic loads
Engineering
Granite
Market shares
Metallic Materials
Nitrates
Residual soils
Rheological properties
Soil dynamics
Soil investigations
Soil stresses
title Dynamic stress accumulation model of granite residual soil under cyclic loading based on small-size creep tests
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