Abstract：Soil-rock mixtures are seen as the macro-density and equivalent homogeneous medium constituted by soil and rock under random distribution；and the explosion effect of deep explosion source is replaced by equivalent impact load. The platform of continuum media mechanics of discrete element method(CDEM) is used；and the uniform random technique is adopted. By studying the impact of internal structural properties of soil-rock mixtures on stress wave propagation process，the relationships between internal structural properties(including percentage of rock，feature size of rock block and distribution of soil-rock) and wave responses are established. The study results show that in certain of the same loading and material properties，the maximum amplitude and dominant frequency of acceleration wave have regular changes under the effect of percentage of rock and feature size of rock block. Under the uniform distribution，the impact of different distributions of soil-rock on wave response is very small and can be neglected. The fitting surfaces of wave response(maximum amplitude and dominant frequency) with the variations of percentage of rock and feature size of rock block are given；and the maximum amplitude and dominant frequency both meet the testability of actual project. Taking an assigned wave response for example，percentage of rock and feature size of rock block are given easily on the fitting impact surface by means of the assigned maximum amplitude and dominant frequency. The feasibility of wave method for detecting structural properties of soil-rock mixtures is illustrated from three aspects of regularity，testability and handleability.
赫建明. 三峡库区土石混合体的变形与破坏机制研究[博士学位论文][D]. 北京：中国矿业大学，2004.(HE Jianming. Study on deformation and failure mechanisms of rock-soil aggregate in the Three Gorges reservoir area[Ph. D. Thesis][D]. Beijing：China University of Mining and Technology，2004.(in Chinese))
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2011, Vol. 30 
