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Citation: ZHANG Qingfeng, WANG Dongquan, YU Guangyun, SUN Liang, LIU Wenhua. INFLUENCES OF MINING DISTURBANCE ON STABILITY FOR RAILWAY EMBANKMENTS OF COAL GANGUE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 118-124,130. doi: 10.13204/j.gyjz20052030

INFLUENCES OF MINING DISTURBANCE ON STABILITY FOR RAILWAY EMBANKMENTS OF COAL GANGUE

doi: 10.13204/j.gyjz20052030
  • Received Date: 2020-05-20
    Available Online: 2021-04-30
  • The conventional triaxial test and the improved triaxial test are mainly used to study change laws of mechanical properties for soil in mining areas before and after being disturbed by mining. Based on the results of the triaxial tests subjected to lateral unloading or loading and the attenuation characteristics of physical and mechanical parameters for coal gangue under the coupling effects of natural factors, soft foundation and mining influence, the evolution laws of stability for railway embankments of coal gangue in subsidence zones affected by mining were researched. The results showed that under the influences of mining, the mechanical indexes of the foundation soil decreased, the reduction factor for soft soil was about 0.9 to 1.0, and the reduction factor was 0.6 to 0.7 for other soil. The overall and local stability analysis showed that the safety factors of embankments for coal gangue on conventional foundation conditions were the largest at the same groundwater level, the safety factors of embankments of coal gangue on soft foundation decreased sharply due to being mined. Under the same foundation conditions, the higher the level of groundwater, the samller the safety factors of embankments, the stability to embankments of coal gangue on soft foundation affected by mining was lower when the groundwater level was higher than 5 m, the safety factors of embankments could not meet the Code for Design on special Railway Earth Structure TB 10035-2018. Therefore, under the coupling action of rainwater and weathering, embankments in the subsidence zone should be reinforced.
  • 于广云,夏军武,盛平,等.扰动土性状研究及在环境治理工程中的应用[J].中国矿业大学学报,2004,33(6):631-634.
    于广云,朱旦育,盛平.开采扰动土体微观结构变异规律[J].中南大学学报(自然科学版),2012,43(6):2363-2368.
    王立波,于广云.地表移动土体受力规律及其对土体强度影响[J].岩土力学,2004(增刊2):445-448.
    王立波. 采动区扰动地基土工程性质研究[D]. 徐州:中国矿业大学,2005.
    王义川.采煤沉陷区煤矸石铁路路堤水稳定性研究[D].徐州:中国矿业大学,2014.
    崔景彦.煤矸石衰变对路堤稳定性影响研究[D].徐州:中国矿业大学,2014.
    罗杰.采动区煤矸石加筋挡墙力学响应研究[D].徐州:中国矿业大学,2013.
    陈鹏.采煤沉陷区土工格栅铁路路堤稳定性研究[D].徐州:中国矿业大学,2017.
    孙亮.采动区铁路专用线软土地基路堤稳定性研究[D].徐州:中国矿业大学,2017.
    柴红保,曹平,柴国武,等.采空区对边坡稳定性的影响[J].中南大学学报(自然科学版),2010,41(4):1528-1533.
    罗周全,刘晓明,吴亚斌,等.基于Surpac和Phase2耦合的采空区稳定性模拟分析[J].辽宁工程技术大学学报(自然科学版),2008,27(4):485-488.
    王永峰.基于数值模拟的采动边坡的稳定性分析[J].煤炭技术,2018,37(6):208-210.
    唐辉湘,张保童,郑坚昭.地下煤矿采空区对高填路堤边坡稳定性影响研究[J].公路与汽运,2017,182:94-96.
    龚声武,万文.地下老采空区对边坡稳定性影响的FLAC分析[J].矿冶工程,2008,28(2):20-23.
    中国矿业大学.淮南矿区铁路专用线采煤沉陷维护运营关键技术研究[R].徐州:中国矿业大学,2018.
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