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冯佰研, 秦哲, 牛传星, 付厚利, 亓伟林. 水岩作用下露天矿蚀变岩石力学试验研究[J]. 煤炭科学技术, 2016, (3).
引用本文: 冯佰研, 秦哲, 牛传星, 付厚利, 亓伟林. 水岩作用下露天矿蚀变岩石力学试验研究[J]. 煤炭科学技术, 2016, (3).
Feng Baiyan Qin Zhe Niu Chuanxing Fu Houliai Weilin, . Study on mechanics test of altered rock under water-rock interaction in surface mine[J]. COAL SCIENCE AND TECHNOLOGY, 2016, (3).
Citation: Feng Baiyan Qin Zhe Niu Chuanxing Fu Houliai Weilin, . Study on mechanics test of altered rock under water-rock interaction in surface mine[J]. COAL SCIENCE AND TECHNOLOGY, 2016, (3).

水岩作用下露天矿蚀变岩石力学试验研究

Study on mechanics test of altered rock under water-rock interaction in surface mine

  • 摘要: 为了探究水位升降对边坡稳定性的影响,选取莱州仓上露天矿坑边坡蚀变岩样,对不同饱水-失水循环次数的蚀变岩进行了三轴压缩试验。通过探究各力学参数的变化规律,建立了函数关系描述蚀变岩的力学性质受水岩循环作用影响的变化形式,引入损伤率概念分析了循环次数对蚀变岩力学性质的影响。结果表明:相同饱水-失水循环次数下,蚀变岩极限抗压强度随围压增大而提高;不同循环次数下,蚀变岩黏聚力随次数增加衰减迅速,并呈持续衰减状态,内摩擦角损伤较弱;随蚀变、碎裂程度增加,水岩作用对岩石的各项力学性质损伤不断增加,黏聚力损伤率可达70%,内摩擦角损伤率可达30%;水岩作用对蚀变岩力学性质的影响主要体现在黏聚力降低方面,水位升降时蚀变岩黏聚力变化对边坡稳定性有较大影响。

     

    Abstract: in order to explore a water table fuctuation affcted to the slope stability atered rock samples were taken from the slope in Lazhou Ccangshang Surace/Mine ,raxial compression fests were conduced on the atered rock wth dfferent water saturation-dehyration ciculaton times. With the exploration on the variation law of each mechanics parameter a function relation establisied was applied to explan the mechanics property vaiation mode of thealtered rock affected by the water-ock circulation interaction and the damage probability conceapfion inroduced was aplild to analyze the ciculation tines afected to the mechanics propery of the alteed rock.The resuts showed that under the same water saturation-dehydration ciroulation times.the uitimate compressive strength of the altered rock would be increasd with the surounding rock pressure increased. Under the diferent croulation times.the cohesion foce of th atered rock would be raidly decreased with the cicu aton times inceased, and woud be in a sustained decreasing status.The damage of the intenal fiction angle and woult be weak. ith the alteration and broken degreencreased,the water-rock ineracion damaged to each mechanics propertyof the rock was continuously increased,the cohesion foce damage rate wasup to 70% and the damage rate of the inernal frcion angle was up to 30%. The water-rock interaction affected to the mechanics propery of th atered rok manly would be the coheson force reduction and the cohesion force variation of the altered rock would have high infuences to the slope steaility when the water table was fuctuated.

     

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