Results 41 to 50 of about 2,893 (150)
Mechanical response characteristics and destruction process simulation of aerodynamic cavitation in soft and brittle coal seams [PDF]
As a local outburst control method for soft crushed coal seam, aerodynamic cavitation has been applied in Huainan Mining Area of China and achieved good results.
Bin CHENG
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Shuitu Baochi Xuebao, 2018 为研究不同土壤水分下不同植物根系与土壤界面的摩阻特性，使用直剪仪对内蒙古中西部的5种典型乡土植物（柠条、沙棘、杨柴、紫花苜蓿和沙打旺）的根系在不同土壤含水率下进行根-土界面直剪摩擦试验。结果表明：当土壤含水率在4.5%~24.5%时，5种植物根-土界面摩擦系数均大于素土的土-土界面的值，且随着土壤含水率的增加，根-土界面和土-土界面摩擦系数均呈下降趋势，其中沙棘根-土界面的摩擦系数和黏聚力均大于其他4种植物的值，表明仅从根系与土壤间的相互作用特性来看，沙棘根系固土抗蚀的作用明显优于其他4种植物。根 ...
格日乐 +4 more
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Bearing rule and instability criterion of pier column roadside supports of GER in fully mechanized mining face [PDF]
The stability of the rock mass at the interface between roadside supports and the roof is critical for gob-side entry retaining. To address the issue of 'roof piercing and column failure' caused by instability at the pier-column and roof contact ...
Genshui WU +6 more
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Shuitu Baochi Xuebao, 2017 通过野外调查与室内试验相结合的方法，选取不同坡度（10o，15o，20o）的针阔混交林、灌木林、园地、坡耕地、荒地5种土地利用类型，观测土壤抗剪强度指标、含水率、容重、干密度、总孔隙度、有机质、土壤团聚体MWD值（干筛和湿筛），运用模糊贴近度法和逐步回归分析法分析影响不同土地利用类型土壤抗剪强度的因素。结果表明：相同土地利用类型土壤黏聚力随着坡度的增加先增大后减小；在针阔混交林中，团聚体湿筛MWD值与土壤黏聚力的贴近度最大，在荒地中则是有机质，而在其他3个土地利用类型 ...
李 想, 王 瑄, 盛思远, 陈志强
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Analysis on factors controlling shallow failures of the cut slopes and its prevention by bio-engineering measures: A case study of the cut slopes along the highway from Shuangcheng to Dajiali [PDF]
Understanding the primary and secondary relations of influencing factors is crucial for predicting deformation and controlling collapse in cutting slopes. Using a cutting slope along the Shuangcheng to Dalijia expressway in Gansu Province as the research
Changgen YAN +4 more
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Shuitu Baochi Xuebao, 2018 为研究不同根系布置方式（方形、梅花形、环形）对草本植物根—土复合体抗剪强度影响，引入面积置换率的概念，解决了相同含根量或相同根数时无法同时满足方形、梅花形和环形布置的难题。在此基础上选取中国过渡带北侧山地土壤与莎草科植物开展植物根—土复合体抗剪强度试验研究，分析了相同布置形式下含根量对根—土复合体抗剪强度的影响、根系布置方式（方形、梅花形、环形）对草本植物根—土复合体抗剪强度增强作用以及抗剪强度指标变化规律。结果表明：根—土复合体试样的抗剪强度和黏聚力随着含根量的增大而逐渐增加；根 ...
王保辉, 朱连奇
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Failure mechanism of tip-to-face roof based on energy method and experimental investigation of support-strata interaction [PDF]
In order to study the stability and influencing factors of the end face roof of the full-mechanized mining face, a mechanical model of tip-to-face roof stability was developed in this study with a combination of the energy method and the “roof-support ...
Dezhong KONG +5 more
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Shuitu Baochi Xuebao, 2021 研究不同施肥措施对复垦土壤结构及玉米品质的影响，以期深入理解采煤塌陷区复垦土壤有机碳固持机制。采集复垦1年的定位试验各处理耕层（0—20 cm）土样以及玉米籽粒，分析土壤水稳性团聚体（>2，0.25~2，0.053~0.25 mm）及粉黏粒组分（2 mm和0.25~2 mm团聚体中有机碳含量、籽粒产量、蛋白质、淀粉和脂肪含量，增幅分别为44.77%，13.23%，52.73%，60.22%，255.15%，23.28%，1.67%和12.71%；MNPK处理显著提高SOC、TN ...
曹寒冰 +8 more
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CFDEM simulation on the linkage effect between floor faults failure and roof collapse in ultra-thick coal seam [PDF]
The ultra-thick coal seam has a large mining space and a wide range of overburden disturbance. The strong disturbance of loading and unloading caused by the roof collapse can easily exacerbate the failure of floor faults.
Dong YANG +4 more
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一种渗流吸水诱发岩体强度弱化的有限体积数值计算方法 [PDF]
, 2018 传统的渗流数值计算方法难以较真实地描述岩石材料性能劣化和渗透性演化机制。该文提出了一种渗流吸水诱发岩体强度弱化的有限体积数值计算方法。利用高斯散度定理采用有限体积法求解水在岩体中的渗流过程及岩体的变形破坏过程,建立了基质吸水引起岩体模量及强度弱化的理论模型及相应的数学表述。基于考虑吸水弱化算法的各向同性孔隙渗流模型,模拟了低、高两种边界流体压力下某粉砂岩试样的吸水软化过程和不同吸水时间下试样的单轴压缩过程。数值算例表明:边界流体压力越高,试样达到整体饱和状态的时间越快;渗流初期以自由水渗流填充孔隙为主 ...
冯春 +5 more
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