摘要
煤系软岩遇水易软化崩解,基于不同块度煤系软岩的崩解性室内试验,探讨了干湿循环作用下煤系软岩耐崩解性指数和崩解物粒径分布的变化规律,并分析了产生崩解的原因。试验结果表明:(1)随着干湿循环次数的增加,煤系软岩耐崩解性指数呈指数关系降低,且降幅主要发生于前3次循环,并以第一次干湿循环所致降幅最大;(2)不同块度煤系软岩的崩解物均可定名为级配不良砂,其中0.5~5 mm粒径的颗粒含量能较为清楚地反映煤系软岩崩解进程,故建议该粒径范围作为评定煤系软岩崩解稳定的标准之一。
Due to the coal measure strata soft rock is prone to softening and disintegrating,based on the test of collapsing in laboratory of different block of coal measure strata soft rock,the slaking durability index and the variation of shape and size of slaking pieces of soft rock under wet and dry cycles were discussed,and the reason of disintegration was analysed. The results are as follows: ( 1) the decrease of coal measure strata soft rock slaking durability index follows an exponent relationship with the increase of slaking cycle times. The index was mainly decreased in previous three cycles,the largest decline is caused by first circulation. ( 2) The slaking pieces of different block of coal measure strata soft rock can be named as bad graded sand. The grain contents between 0.5mm~ 5mm could reflect the rate and degree of slaking obviously,so the above particle size range is suggested to be an evaluate standard to the slaking stability of coal measure strata soft rock.
作者
郑明新
张晗秋
舒明峰
范亚坤
杨继凯
Zheng Mingxin;Zhang Hanqiu;Shu Mingfeng;Fan Yakun;Yang Jikai(School of Civil and Architectural Engineering,East China Jiaotong University,Nanchang 330013,P.R. China;Key Laboratory of Geotechnical Engineering Infrastructure and Security Control,East China Jiaotong University,Nanchang 330013,P.R. China)
出处
《地下空间与工程学报》
CSCD
北大核心
2018年第6期1484-1489,共6页
Chinese Journal of Underground Space and Engineering
基金
国家自然科学基金(51568022)
江西省高等学校科技落地计划项目(KJLD13036)
关键词
煤系软岩
块度
崩解性试验
干湿循环
coal measure strata soft rock
block
experiment of slaking characteristics
dry and wet cycle