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中文摘要：
根据拟静力离心试验原理，以沙堆作为散粒体斜坡的概化模型，开展粒径分别为0．5～1．0mm、8．0～10．0mm2种均匀沙和粒径范围为0．25～10．0mm、非均匀系数为3．1的非均匀沙沙堆模型离心试验．试验分别在Ⅴ度、Ⅵ度和Ⅶ度3种不同地震烈度条件下进行，出现了不同的崩塌现象．试验结果表明：粒径为0．5～1．0mm的均匀沙在3种烈度地震作用下的崩塌规模均服从准周期分布；8．0～10．0mm的均匀沙和非均匀系数3．1的非均匀沙在Ⅴ度地震烈度作用下的崩塌规模服从负幂律分布，呈现自组织临界性特征，而在Ⅵ度、Ⅶ地震烈度作用下的崩塌规模服从正态分布．根据试验结果给出了崩塌规律为负幂律分布和正态分布的分布函数．
英文摘要：
Based on the principle of pseudo-static method and centrifugal model tests, the laws of avalanches of loose slope are researched by means of the landslips of sand-pile models with one slope,which are used as simplification pattern of granular slopes. This paper reports three centrifugal model tests of uniform sand with size distribution of 0. 5-1.0 mm and 8.0-10. 0 mm, and non-uniform sand with a heterogeneous coefficient 4= 3. 1. From the three centrifugal model tests, three laws of landslips of sand-pile are deduced under earthquake with three magnitudes,i, e. , Ⅴ, Ⅵ and Ⅶ. The test results show that landslips of uniform sand with 0. 5-1.0 mm obey the law of quasi-cyclical distribution under Ⅴ, Ⅵ and Ⅶ ,and landslips of uniform sand with 8. 0-10. 0 mm and non-uniform sand with Ф=3. 1 obey the law of power-law distribution under Ⅴ, presenting self-organlzed criticality, but obey normal distribution under Ⅵ and Ⅶ. Finally,the laws of landslips are indicated by the distillation function.
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