An approach to measure infill matric suction of irregular infilled rock joints under constant normal stiffness shearing

Rock joints infilled with sediments can strongly influence the strength of rock mass. As infilled joints often exist under unsaturated condition, this study investigated the influence of matric suction of infill on the overall joint shear strength. A novel technique that allows direct measurement of matric suction of infill using high capacity tensiometers (HCTs) during direct shear of infilled joints under constant normal stiffness (CNS) is described. The CNS apparatus was modified to accommodate the HCT and the procedure is explained in detail. Joint specimens were simulated by gypsum plaster using three-dimensional (3D) printed surface moulds, and filled with kaolin and sand mixture prepared at different water contents. Shear behaviours of both planar infilled joints and rough joints having joint roughness coefficients (JRCs) of 8–10 and 18–20 with the ratios of infill thickness to asperity height (t/a) equal to 0.5 were investigated. Matric suction shows predominantly unimodal behaviour during shearing of both planar and rough joints, which is closely associated with the variation of unloading rate and volumetric changes of the infill material. As expected, two-peak behaviour was observed for the rough joints and both peaks increased with the increase of infill matric suction. The results suggest that the contribution of matric suction of infill on the joint peak normalised shear stress is relatively independent of the joint roughness.     

羊场湾煤矿软岩底板炉渣混凝土加固技术

为提高软岩底板强度而供无轨胶轮车等大型车辆行驶，结合羊场湾煤矿16206机巷软岩底板地质条件，研究了炉渣混凝土底板加固技术，确定了合理的配比方案，并对机巷现场进行混凝土地坪铺设应用。研究与应用结果表明：炉渣混凝土底板强度可满足大型车辆连续运输所需，极大地提高了底板承载能力，防止底鼓，为长距离巷道实现连续运输提供了基础保障。     

龙滩坝8#采场地压监测与结果分析

为掌握龙滩坝8#采场矿体在开采过程中地压的变化规律，在结合现场实际情况的同时，根据开挖揭露的地质条件，采用钻孔应力计、锚杆应力计、收敛计、多点位移计和声发射对采场矿柱、顶板及巷道变形情况进行监测，得到回采过程中矿柱、顶板、巷道的受力状况。掌握采场地压的变化规律，为矿体的开采设计提供参考。     

A comparative thermodynamic analysis of Kalina and organic Rankine cycles for hot dry rock: a prospect study in the Gonghe Basin

Hot dry rock is a new type of geothermal resource which has a promising application prospect in China. This paper conducted a comparative research on performance evaluation of two eligible bottoming cycles for a hot dry rock power plant in the Gonghe Basin. Based on the given heat production conditions, a Kalina cycle and three organic Rankine cycles were tested respectively with different ammonia-water mixtures of seven ammonia mass fractions and nine eco-friendly working fluids. The results show that the optimal ammonia mass fraction is 82% for the proposed bottoming Kalina cycle in view of maximum net power output. Thermodynamic analysis suggests that wet fluids should be supercritical while dry fluids should be saturated at the inlet of turbine, respectively. The maximum net power output of the organic Rankine cycle with dry fluids expanding from saturated state is higher than that of the other organic Rankine cycle combinations, and is far higher than the maximum net power output in all tested Kalina cycle cases. Under the given heat production conditions of hot dry rock resource in the Gonghe Basin, the saturated organic Rankine cycle with the dry fluid butane as working fluid generates the largest amount of net power.     

荔浦市岩质崩塌形成条件及失稳运动特征

通过对荔浦市境内碳酸盐岩区岩质崩塌及该区域地质环境条件的调查,总结了岩质崩塌的规模、发育高度、控制结构面等发育特征,分析了岩质崩塌形成条件,并判断岩质崩塌的失稳运动特征。本文以一处危岩为例,用无人机进行三维扫描并分析其形成原因及预测其失稳运动特征。     

薄壁管高温爆破试验装置研制及应用

为获得燃料组件及燃料相关组件用包壳管的高温爆破性能，研制了薄壁金属管高温爆破试验装置，主要由高压气源单元、试验气氛单元、加热单元、试验台架及测控单元组成。该装置可实现的最高试验温度为1 200 ℃、最高升温速率为10 ℃/s、最大试验压力为100 MPa；可完成压水堆运行工况下的等温高温爆破及模拟事故工况下的瞬态加热高温爆破两种试验。利用该装置完成了316L不锈钢薄壁管的瞬态加热高温爆破试验，获得了600~1 200 ℃、升温速率为5 ℃/s条件下的高温爆破强度（极限环向应力）和周向延伸率数据。试验装置的验证及不锈钢薄壁管的高温爆破试验表明，研制的薄壁金属管高温爆破试验装置满足试验要求，试验灵活方便、控制精度高。     

塔山矿新型27 mm高强玻璃钢锚杆技术应用

由于塔山矿回采巷道均为放顶煤开采，矿压显现明显，巷道断面大，在回采过程中尾顺槽围岩变形量大，致使使用传统普通玻璃钢锚杆支护时出现杆体被拉断、杆体尾部被剪断等支护失效现象。为了解决上述问题，采用新型27 mm高强玻璃钢锚杆对塔山矿8112工作面进行试验。试验结果表明，在保证采掘安全的前提下，使用新型锚杆取代普通锚杆，可以大大提高巷道支护的稳定性，节约巷道支护成本，保证施工工期正常完成，同时提高工作面回采效率。采用新型锚杆后，使巷道支护兼具安全、经济双重效益，同时对全矿井以及其他所有同类型矿井类似回采巷道，具有积极的推广和借鉴意义。     

采用绝热式自燃测试方法分析煤的自燃倾向

对煤的自燃倾向进行快速有效鉴别,有助于对煤的自燃倾向采取分级分类管理从而有效防治煤矿火灾,因而采用绝热式自燃测试方法对煤的自燃倾向进行准确分析很有必要。简要介绍绝热式自燃测试方法的测试原理及其仪器结构,模拟煤炭自燃的物理过程,通过采用包括反应器、气体预热铜管和跟踪温度控制方式等综合绝热措施以实现300 g煤样的自然发火实验,记录煤样从40℃上升到70℃的升温速率(或前30 h的升温速率),测试煤样的自燃特性曲线并分析曲线特征。即建立煤绝热氧化产热速率计算模型,结合实验数据计算所得的煤在绝热氧化条件下的升温速率和产热速率可鉴定煤自燃倾向性的强弱。采用绝热式自燃测试方法对不同煤的自燃倾向分析后表明,无烟煤和部分烟煤的自燃倾向较低,褐煤的自燃倾向较高,故而在煤矿开采时需特别注意褐煤的自燃倾向。     

复杂松软岩层大断面马头门巷道破坏机理及组合支护技术研究

针对辛置矿马头门巷道断面较大，围岩应力分布复杂，易发生变形破坏的特点，根据现场实际情况，通过理论研究和数值模拟等方法分析了马头门发生破坏失稳的主要原因和锚杆索临时支护作用机理，提出采用主、被动组合支护方式对巷道全断面围岩进行加固和支护，使巷道顶板、两帮和底板加固的围岩形成整体加固拱，提高马头门围岩的承载能力。     

三软煤层沿空留巷矿压显现规律研究

为探究沿空留巷矿压显现规律及支护对策，以河南西部典型三软煤层为研究对象，构建了数值分析模型，模拟了工作面前方和后方一定范围内巷道围岩变形和应力变化规律，得到了工作面后方围岩受采动影响大、范围广，顶板下沉现象明显。基于现场实测，得到了顶板下沉量、底板鼓起量、充填体的变形、实煤体变形等随采动影响的变化规律，监测了锚杆的轴向受载情况。研究发现，巷旁膏体充填与巷道内高强锚杆+W型钢带构成的支护体系，较好地解决了三软煤层回采巷道围岩控制问题，为类似开采条件下沿空留巷的实施提供了理论和实践依据。