中文摘要：

充填体结构对其承栽能力起到重要作用。通过对灰石配比为1：0，1：2，1：3，1：4，1：5与1：6的6组块石胶结充填体试件进行单调加载与分级加栽下的压缩试验分析，得出块石胶结充填体抗压强度随块石占比变化的一般规律，发现不同加栽方式下灰石比1；2的充填体试件抗压强度和平均单位能耗均大于其余各组试件，而灰石比1：5试件抗压强度与破坏能耗均与配比为1：2的试件接近。

英文摘要：

The structure of filling body had an important in- fluence on the bearing capacity. The compression tests on six groups of cemented rock filling body with cement-rock ratio of 1 ： 0, 1 ： 2, 1 ： 3, 1 ： 4, 1 ： 5 and 1 ： 6 were respective- ly conducted and analyzed under monotonic loading and step loading. It obtained a general rule that the compressive strength of cemented filling body changed with different con- tents of rock. The compressive strength and average destruc- tive energy dissipation of filling body with cement-rock ratio of 1 ： 2 was larger than the othersr under different stress paths, which was close to the test specimen with cement- rock ratio of 1 ： 5.