Study on the Nonlinear Dynamic Characteristic of Cone Penetrate Test Curve
Soil on the surface of the earth is the remnants of weathered rock and strata with layer structure appear a time series feature. Static Cone Penetrate Test (CPT) is an exploration technology which can obtain the physical indices of strata accurately. Study shows that specific penetration resistances (Ps values) of soil vary with the buried depth of strata and the curves of Ps values have fractal characteristics. In this paper, we adopted nonlinear dynamic theory to analyze the chaos and multi-fractal properties of these curves. At the same time, we also discussed the Hurst exponents of CPT data sets. The results suggest that chaos characteristics of the test data are not clear, however the multi-fractal spectrum of each CPT curve can identify nonhomogeneity degree of soil, also it can distinguish the difference of sedimentary environments. Furthermore, rescaled range analysis indicates that the soil layers deposited later had long range dependence on those deposited early.
Core penetrate test surrogate data method multi-fractal rescaled range analysis small data sets method.
Jiangdong Cai Daoming Zhang Zhenquan Jiang
Huaiyin Institute of Technology, Huaian, 223001, China;China University of Mining and Technology Xuz China University of Mining and Technology Xuzhou, 221008, China
国际会议
The 9th International Conference for Young Computer Scientists(第九届国际青年计算机大会)
安徽黄山
英文
2830-2834
2008-11-18(万方平台首次上网日期,不代表论文的发表时间)