(1. School of urban Planning and Municipal Engineering,Xi?an Polytechnic University,Xi?an,Shaanxi 710048,China;
2. Ecological Environment Technology Co.,Ltd. of CCTEG,Beijing 100013,China;3. Institute of Geotechnical Engineering,Xi'an University of Technology,Xi'an,Shaanxi 710048,China)
Abstract:To explore the influence of organic matter content in the basement soil of open-pit coal mines on its mechanical properties,this study focuses on the Yimin open-pit coal mine in Inner Mongolia. Various tests,including bounded water content,unconfined compressive strength,direct shear,repeated shear,penetration,and SEM,were conducted on dump basement soil samples with different organic matter contents. The effects on mechanical properties,permeability,and microstructure were analyzed at both macroscopic and microscopic scales. Results indicate that the plasticity index is positively correlated with organic matter content. The peak unconfined compressive strength increases with higher organic matter,changing the failure mode from plastic to brittle. Peak shear strength also rises linearly with organic matter content,more prominently under high consolidation stress. As organic matter content increases,cohesion increases while the internal friction angle decreases. Under various normal consolidation stresses,the shear strength of plain soil samples significantly decreases after three shear cycles (16.88% to 21.24%). Adding organic matter significantly reduces the shear strength attenuation rate(2.17% to 7.25%),which remains stable as organic matter content further increases. The permeability coefficient decreases sharply from plain soil to 5% organic matter content,significantly affected by the presence of organic matter. SEM analysis shows soil particles evolving from point-to-point and point-to-surface contact to face-to-surface contact with increasing organic matter,filling pores and making soil denser. Quantitative analysis using PCAS software reveals that microscopic porosity,fractal dimension of porosity,orientation probability entropy,and fractal dimension increase with organic matter content,while the average pore shape coefficient initially increases then decreases,peaking at 15% organic matter.
褚 峰1,罗 旭1,张宏刚2,戴 妍1,陈 挺1,陈存礼3. 有机质对露天煤矿排土场基底土体力学及渗透性能影响试验研究[J]. 岩石力学与工程学报, 2025, 44(3): 752-768.
CHU Feng1,LUO Xu1,ZHANG Honggang2,DAI Yan1,CHEN Ting1,CHEN Cunli3. Experimental study on the influence of organic matter on the soil mechanics and permeability of the base soil of open-pit coal mine. , 2025, 44(3): 752-768.
[1] 王 虹,陈明军,张小峰. 我国煤矿快速掘进20年发展与展望[J].煤炭学报,2024,49(2):1 199–1 213.(WANG Hong,CHEN Mingjun,ZHANG Xiaofeng. Development and prospect of rapid coal mining in China in 20 years[J]. Journal of China Coal Society,2024,49(2):1 199–1 213.(in Chinese))
[2] 才庆祥,陈彦龙. 中国露天煤矿70年成就回顾及高质量发展架构体系[J]. 煤炭学报,2024,49(1):235–260.(CAI Qingxiang,CHEN Yanlong. Review of 70 years of achievements in China?s opencast coal mines and high-quality development framework system[J]. Journal of China Coal Society,2024,49(1):235–260.(in Chinese))
[3] 白润才,付恩三,马 力,等. 露天煤矿安全–绿色–高效–低碳协同开采技术体系[J]. 煤炭学报,2024,49(1):298–308.(BAI Runcai,FU Ensan,MA Li,et al. Safety-green-high efficiency-low carbon collaborative mining technology system of open pit coal mine[J]. Journal of China Coal Society,2024,49(1):298–308.(in Chinese))
[4] 赵美玲,刘光伟,付恩三. 基于多源数据的露天煤矿安全风险态势评价研究[J]. 中国煤炭,2023,49(7):67–73.(ZHAO Meiling,LIU Guangwei,FU Ensan. Research on safety risk situation assessment of open-pit coal mine based on multi-source data[J]. China Coal,2023,49(7):67–73.(in Chinese))
[5] SUN S W,PANG B,HU J B,et al. Characteristics and mechanismof a landslide at Anqian iron mine,China[J]. Landslides,2021,18(7):2 593–2 607.
[6] 孙书伟,刘 流,郑明新,等. 抚顺西露天矿区边坡灾害多源监测预警系统及工程应用[J]. 岩石力学与工程学报,2024,43(5):1 124–1 138.(SUN Shuwei,LIU Liu,ZHENG Mingxin,et al. Slope disaster monitoring and early warning system in Fushun west open pit mine and its engineering application[J]. Chinese Journal of Rock Mechanics and Engineering,2024,43(5):1 124–1 138.(in Chinese))
[7] 李 晓,张年学,盛祝平,等. 武隆鸡尾山滑坡发生机制与裂缝成因分析[J]. 岩石力学与工程学报,2020,39(1):1–12.(LI Xiao,ZHANG Nianxue,SHENG Zhuping,et al. Sliding mechanisms and fracture genesis of Jiweishan landslide in Wulong[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(1):1–12.(in Chinese))
[8] 张金贵. 露天煤矿工作帮边坡破坏模式及稳定性控制研究[J]. 煤炭工程,2019,51(9):132–135.(ZHANG Jingui. Study on failure mode and stability control of working[J]. Coal Engineering,2019,51(9):132–135.(in Chinese))
[9] 曾昌禄,李荣建,关晓迪,等. 不同雨强条件下黄土边坡降雨入渗特性模型试验研究[J]. 岩土工程学报,2020,42(增1):111–115. (ZENG Changlu,LI Rongjian,GUAN Xiaodi,et al. Experimental study on rainfall infiltration characteristics of loess slopes under different rainfall intensities[J]. Chinese Journal of Geotechnical Engineering,2020,42(Supp.1):111–115.(in Chinese))
[10] 洪振宇,何玉琼,李 明,等. 不同降雨条件非饱和渗流作用下大型弃土场稳定性分析[J]. 矿业研究与开发,2021,41(5):101–106. (HONG Zhenyu,HE Yuqiong,LI Ming,et al. Stability analysis of large abandoned soil under unsaturated seepage under different rainfall conditions[J]. Mining Research and Development,2021,41(5):101–106.(in Chinese))
[11] WU F C,XING B S. Natural organic matter and its mechanism in the environment[M]. 1st ed. Beijing:Geological Publishing House,2010:83–109.
[12] 吕 岩,佴 磊,徐 燕,等. 有机质对草炭土物理力学性质影响的机制分析[J]. 岩土工程学报,2011,33(4):655–660.(LÜ Yan,NIE Lei,XU Yan,et al. The mechanism of organic matter effect on physical and mechanical properties of turfy soil[J]. Chinese Journal of Geotechnical Engineering,2011,33(4):655–660.(in Chinese))
[13] FAWZI H,RACHID Z. Effects of organic matter on physical properties of dredged marine sediments[J]. Waste and Biomass Valorization,2018,8(18):543–556.
[14] DU C X,ZHANG J L,YANG G,et al. The influence of organic matter on the strength development of cement-stabilized marine soft clay[J]. Maring Georesources Geotechnology,2020,7(15):108–127.
[15] 朱云强,屈俊童,季 东,等. 有机质含量对滇池重塑泥炭质土动强度特性的影响[J]. 科学技术与工程,2022,22(12):4 928–4 937. (ZHU Yunqiang,QU Juntong,JI Dong,et al. Effect of organic matter content on dynamic strength characteristics of reshaped peaty soil in Dianchi Lake[J]. Science,Technology and Engineering,2022,22(12):4 928–4 937.(in Chinese))
[16] 牟春梅,李佰锋. 有机质含量对软土力学性质影响效应分析[J]. 水文地质工程地质,2008,(3):42–46.(MOU Chunmei,LI Baifeng. Effect analysis of organic matter content on mechanical properties of soft soil[J]. Hydrogeology Engineering Geology,2008,25(3):42–46.(in Chinese))
[17] 裴利华,杨醒宇,桂 跃,等. 有机质含量及组分对泥炭土物理力学性质影响[J]. 水文地质工程地质,2022,49(2):77–85.(PEI Lihua,YANG Xingyu,GUI Yue,et al. Effect of organic matter content and composition on physical and mechanical properties of peat soil[J]. Hydrogeology Engineering Geology,2022,49(2):77–85.(in Chinese))
[18] 桂 跃,付 坚,吴承坤,等. 高原湖相泥炭土渗透特性研究及机制分析[J]. 岩土力学,2016,37(11):3 197–3 207.(GUI Yue,FU Jian,WU Chengkun,et at. Hydraulic conductivity of lacustrine peaty soil in plateau areas and its mechanism analysis[J]. Rock and Soil Mechanics,2016,37(11):3 197–3 207.(in Chinese))
[19] 付天光. 露天煤矿含水边坡稳定性弹塑性有限元计算方法[J]. 煤炭工程,2019,51(1):96–100.(FU Tianguang. Elastic-plastic finite element method for calculating the stability of water-bearing slope in open-pit coal mine[J]. Coal Engineering,2019,51(1):96–100.(in Chinese))
[20] 陈宇龙,内村太郎. 降雨诱发土坡失稳过程中弹性波波速演化规律的模型试验研究[J]. 岩石力学与工程学报,2019,38(10):2 138–2 150.(CHEN Yulong,UCHIMURA Taro. Model tests of evaluation behaviors of the elastic wave velocity during the failure process of soil slopes due to rainfall[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(10):2 138–2 150.(in Chinese))
[21] 齐永正,姜朋明,刘欣怡,等. 土体在水中的崩解对边坡稳定性的影响[J]. 岩土工程学报,2020,42(增2):214–218.(QI Yongzheng,JIANG Pengming,LIU Xinyi,et al. Influences of soil disintegration in water on slope stability[J]. Chinese Journal of Geotechnical Engineering,2020,42(Supp.2):214–218.(in Chinese))
[22] 王 海,王晨光,张 雁,等. 露天矿地下水控制技术及对边坡稳定性的影响[J]. 煤矿安全,2024,55(2):194–203.(WANG Hai,WANG Chenguang,ZHANG Yan,et al. Groundwater control technology in open pit mines and its impact on stability of end-slopes[J]. Safety in Coal Mines,2024,55(2):194–203.(in Chinese))
[23] 乔增建,徐延兵,姜海涛. 宝清露天煤矿西端帮边坡稳定性研究[J].煤矿安全,2020,51(10):294–297.(QIAO Zengjian,XU Yanbing,JIANG Haitao. Study on stability of west side slope in Baoqing open-pit coal mine[J]. Safety in Coal Mines,2020,51(10):294–297.(in Chinese))
[24] 李海祥,曹志国,吴宝杨,等. 煤矿覆岩裂隙地下水渗流特征的试验研究[J]. 煤炭科学技术,2023,51(6):168–176.(LI Haixiang,CAO Zhiguo,WU Baoyang,et al. Experimental study on seepage characteristics of groundwater in coal mine overburden fracture[J]. Coal Science and Technology,2023,51(6):168–176.(in Chinese))
[25] 黄昌勇. 土壤学[M]. 北京:中国农业出版社,2000:35–39. (HUANG Changyong. Soil science[M]. Beijing:Chinese Agriculture Press,2000:35–39.(in Chinese))
[26] 中华人民共和国国家标准编写组. GB/T50123—2019土工试验方法标准[S]. 北京:中国计划出版社,2019.(The National Standards Compilation Group of People?s Republic of China. GB/T50123—2019 Standard for geotechnical test methods[S]. Beijing:China Planning Press,2019.(in Chinese))
[27] 唐大雄. 工程岩土学[M]. 北京:地质出版社,1999:200–212.(TANG Daxiong. Geotechnical engineering[M]. Beijing:Geological Publishing House,1999:200–212.(in Chinese))
[28] 李少博,徐英德,高晓丹,等. 离子界面行为在土壤有机无机复合体形成中的作用[J]. 中国生态农业学报,2018,26(11):1 682–1 691. (LI Shaobo,XU Yingde,GAO Xiaodan,et al. Test and microscopic analysis of consolidation and deformation characteristics of lacustrine soft soil[J]. Chinese Journal of Eco-Agriculture,2018,26(11):1 682– 1 691.(in Chinese))
[29] 李荐华,甘建军,万 胜,等. 湖相软土固结变形特性试验及微观分析[J]. 中国农村水利水电,2019,(8):120–128.(LI Jianhua,GAN Jianjun,WAN Sheng,et al. Experimental research on the consolidation deformation characteristics of lacustrine soft soil and its microanalysis[J]. Rural Water Conservancy and Hydropower in China,2019,(8):120–128.(in Chinese))
[30] POURGHASEMI HR,MOHAMMADY M,PRADHAN B. Landslide susceptibility mapping using index of entropy and conditional probability models in GIS:Safarood Basin,Iran[J]. Catena,2012,97:71–84.
[31] YARGICOGLU EN,SADASIVAM B Y,REDDY K R,et al. Physical and chemical characterization of waste wood derived biochars[J]. Waste Management,2015,36:256–268.
[32] JIAO K,YAO S P,LIU C,et al. The characterization and quantitative analysis of nanopores in unconventional gas reservoirs utilizing FESEM-FIB and image processing:An example from the lower Silurian Longmaxi Shale,upper Yangtze region,China[J]. International Journal of Coal Geology,2014,128–129:1–11.
[33] 刘 锐. 有机质含量对黏性土物理力学性质影响试验研究[硕士学位论文][D]. 昆明:昆明理工大学,2021.(LIU Rui. Experimental study on effect of organic matter content on physical and mechanical properties of cohesive soil[M. S. Thesis][D]. Kunming:Kunming University of Science and Technology,2021.(in Chinese))