Ultimately exposed roof area prediction of bauxite deposit goaf based on macro joint damage

The ultimately exposed roof area(UERA)of goaf is crucial to the safety and economics of underground mining.The prediction models do not consider the mechanical weakness of rock mass and ignore the influence of the joint damage factor,causing a large predicted exposure area with a high roof falling risk.This work adopted joint damage factor to derive a new UERA prediction model.The relationships between the UERA(S)and the span ratio(m),the density(k)and the diameter of fracture(d)were analysed by the new prediction model.The results showed that the exposed area S and the span ratio m have a U-shaped curve relationship.The S decreases with the increase of m and then increases when m is beyond 2.The exposed roof area S is in an inversely proportional power-law relationship with the fracture surface density k,and the curvature of the S-k relationship curve decreases when d=0.5 and k>7,and S is close to 0.There is a negative correlation between S and the fracture surface diameter d,the curvature of the S-d curve decreases with the increase of d and k,and the variation rate increases first and then decreases with the increase of d;when k=0.5 and d>9,S is close to 0.The predicted values of the UERA prediction model are 119.3,112.8,and 114.6 m2 with different joint damage parameters,which are slightly smaller than the actual critical exposure area of a roof(S=120 m2).The case study shows that the alternative prediction model is reasonable and acceptable and provides new theoretical support for the underground mining safety of sedimentary bauxite ore.

Rural-urban Migration,Rural Household Income and Sustainable Development in Rural Areas of China

The objective of this paper is to investigate the rela- tionships among rural-urban migration,rural household income and sustainable development in rural areas of China.The typical case study is done and 288 questionnaires are collected from five villages in Hebei and Guangxi provinces,China.The migration and remittance status,household income and sustainable devel- opment of rural areas are analyzed on the basis of questionnaires. Rural-urban migration is becoming a part of routine life in rural areas.And remittance is an important component in rural house- hold income.Rural-urban migration increases the arable land area per labor,which releases the tight human-land relationship in villages.In total,the migration increases the rural household in- come and accelerates the sustainable development of rural areas.

Development unit division and favorable area evaluation for joint mining coalbed methane

Based on the productivity equation of coalbed methane (CBM) well, considering the impact of coal reservoir reformability on gas well productivity, the main production layer optimization index in the “three-step method” of optimal combination of production layers is corrected, and then the CBM production layer potential index is introduced to evaluate favorable areas for commingled multi-coal seam production. Through analysis of the key parameters of coal reservoirs affecting the CBM productivity index, a development unit division method for areas with multi-coal seams is established, and a quantitative grading index system is proposed. On this basis, the evaluation process of CBM development favorable area is developed: the mature 3-D modeling technology is used to characterize the reservoir physical properties of multi-coal seams in full-scale;the production layer potential index of each grid is calculated, and the production layer potential index contour under single-layer or commingled multi-layer production are plotted;according to the distribution of the contour of production layer potential index, the quantitative index of CBM development unit is adopted to outline the grade I, II, III coal reservoir distribution areas, and thus to pick out the favorable development areas. The practical application in the Yuwang block of Laochang in Yunnan proved that the favorable area evaluation process proposed can effectively overcome the defects of selecting favorable development areas only relying on evaluation results of a major coal seam pay, and enhance the accuracy of the evaluation results, meeting the requirements of selecting favorable areas for multi-coal seam commingled CBM production.

Usefulness of the acromioclavicular joint cross-sectional area as a diagnostic image parameter of acromioclavicular osteoarthritis

BACKGROUND Acromioclavicular joint(ACJ)space narrowing has been considered to be an important diagnostic image parameter of ACJ osteoarthritis(ACJO).However,the morphology of the ACJ space is irregular because of osteophyte formation,subchondral irregularity,capsular distention,sclerosis,and erosion.Therefore,we created the ACJ cross-sectional area(ACJCSA)as a new diagnostic image parameter to assess the irregular morphologic changes of the ACJ.AIM To hypothesize that the ACJCSA is a new diagnostic image parameter for ACJO.METHODS ACJ samples were obtained from 35 patients with ACJO and 30 healthy individuals who underwent shoulder magnetic resonance(S-MR)imaging that revealed no evidence of ACJO.Oblique coronal,T2-weighted,fat-suppressed SMR images were acquired at the ACJ level from the two groups.We measured the ACJCSA and the ACJ space width(ACJSW)at the ACJ on the S-MR images using our imaging analysis program.The ACJCSA was measured as the cross-sectional area of the ACJ.The ACJSW was measured as the narrowest point between the acromion and the clavicle.RESULTS The average ACJCSA was 39.88±10.60 mm;in the normal group and 18.80±5.13 mm;in the ACJO group.The mean ACJSW was 3.51±0.58 mm in the normal group and 2.02±0.48 mm in the ACJO group.ACJO individuals had significantly lower ACJCSA and ACJSW than the healthy individuals.Receiver operating characteristic curve analyses demonstrated that the most suitable ACJCSA cutoff score was 26.14 mm^(2),with 91.4%sensitivity and 90.0%specificity.CONCLUSION The optimal ACJSW cutoff score was 2.37 mm,with 88.6%sensitivity and 96.7%specificity.Even though both the ACJCSA and ACJSW were significantly associated with ACJO,the ACJCSA was a more sensitive diagnostic image parameter.

Path Choice on Rural Industrial Upgrading in the Process of Rural-urban Integration in Binhai New Area

With methods of reference research and field research, the current situations of rural industrialization in the process of rural-urban integration in Binhai new area are analyzed and some problems in the process of integration in the new area are pointed out, such as difficulties in breaking dual economic structure in urban and rural areas, imbalanced economic development in the area and inadequate development of the third industry. And relevant countermeasures are proposed: optimizing agriculture industrial structure and promoting agricultural industrialization to form urban agricultural model of Binhai new area focusing on facility agriculture, park agriculture and high-end agriculture and to realize the intensive growth of agriculture; rationally distributing rural industrial structure to form regional leading industry and playing the guiding role of industry to achieve industrial adjustment improvement; quickening the construction of the third industry centering on service to form the service system of modern countryside and the leading role of modern service industry so as to achieve rapid development of the third industry.

A novel method for geometric quality assurance of rock joint replicas in direct shear testing-Part 2:Validation and mechanical replicability

Each rock joint is unique by nature which means that utilization of replicas in direct shear tests is required in experimental parameter studies.However,a method to acquire knowledge about the ability of the replicas to imitate the shear mechanical behavior of the rock joint and their dispersion in direct shear testing is lacking.In this study,a novel method is presented for geometric quality assurance of replicas.The aim is to facilitate generation of high-quality direct shear testing data as a prerequisite for reliable subsequent analyses of the results.In Part 1 of this study,two quality assurance parameters,smf and V_(Hp100),are derived and their usefulness for evaluation of geometric deviations,i.e.geometric reproducibility,is shown.In Part 2,the parameters are validated by showing a correlation between the parameters and the shear mechanical behavior,which qualifies the parameters for usage in the quality assurance method.Unique results from direct shear tests presenting comparisons between replicas and the rock joint show that replicas fulfilling proposed threshold values of σ_(mf)<0.06 mm and
|V_(Hp100)|
<0.2 mm have a narrow dispersion and imitate the shear mechanical behavior of the rock joint in all aspects apart from having a slightly lower peak shear strength.The wear in these replicas,which have similar morphology as the rock joint,is in the same areas as in the rock joint.The wear is slightly larger in the rock joint and therefore the discrepancy in peak shear strength derives from differences in material properties,possibly from differences in toughness.It is shown by application of the suggested method that the quality assured replicas manufactured following the process employed in this study phenomenologically capture the shear strength characteristics,which makes them useful in parameter studies.

Research on the Joint Development of Cities of Guangdong-Hong Kong-Macao Greater Bay Area: A Case Study of Foshan City

Promoting the construction of Guangdong-Hong Kong-Macao Greater Bay Area is a major policy decision and national strategy made by the central government of China,which significantly supports the Belt and Road Initiative and maintains the long-term prosperity for the whole country.As an important part of the Guangdong-Hong Kong-Macao Greater Bay Area,Foshan needs to find its own position and direction in order to accelerate the joint development with other cities through five measures.

高精度重磁方法寻找隐伏矽卡岩型铁矿

位于华北克拉通东部的鲁中莱芜地区是矽卡岩型富铁矿重要产区,矿床主要产于矿山岩体与中奥陶统碳酸盐岩地层的接触带中。本文利用最新重磁测量成果,对矿山岩体外围西部石家泉—刘家庙一带重磁异常特征进行了细致研究,结合区内已知铁矿重磁场特征,圈定了深部找矿靶区。在成矿有利地段布设了大比例尺重磁剖面,以已知钻孔为约束条件,利用2.5D重磁联合反演技术,对重磁异常进行了定性及定量解释。解释结果为后续钻孔位置布设及深度预测提供了依据,该钻孔揭露了15.8 m厚的富铁矿,找矿效果显著,为今后本区进一步寻找矽卡岩型铁矿提供了重要指示依据。

城市轨道交通轨面短波不平顺谱实测研究

针对城市轨道交通诱发的振动噪声问题,对轨面短波不平顺进行研究.首先,对上海市轨道交通线路轨面短波不平顺实测数据进行零均值化、剔除异常值、消除趋势项等预处理.其次,利用改进的协方差法计算得到轨面短波不平顺功率谱,分析轨道类型、曲线半径及钢轨接头对轨面短波不平顺功率谱分布规律的影响.然后,基于非线性最小二乘法对轨面短波不平顺谱进行拟合.最后,提出我国城市轨道交通轨面短波不平顺统计谱表达式.研究结果表明:直线段接头区轨面短波不平顺功率谱密度曲线在整个分析波长范围内具有较多特征峰值;直线段接头区上、下行短波不平顺功率谱密度值随波长的分布特征和数值相差不大,说明上、下行的轨面不平顺状态基本相同;钢轨的磨耗程度与曲线半径呈负相关,内、外轨面不平顺功率谱密度的差异随曲线半径的增大而减小,曲线半径是影响轨面不平顺状态的主要因素之一;线路类型对轨面短波不平顺功率谱的影响不大,不同曲线半径、焊接接头影响明显,在对轨道进行维护和养护时需关注小曲线半径区段以及焊接接头区段的不平顺状态.

联合全域作战态势下对战伤救治能力建设需求的思考

21世纪初,以人工智能为代表的颠覆性技术的突破与创新深刻影响了人类社会的发展,也成为引领全球新军事变革的核心组成部分。挽救伤员生命与技术创新是军事医学发展的原动力。如何在新的作战样式和态势下成功救治伤病员,是军事医学必须回答的问题。联合全域作战是一种全新的军事理念,代表着未来作战样式的发展方向,对未来战争具有很强的战略指导意义,也对战伤救治提出了更高的要求。“白金10分钟,黄金1小时”是战场一线救治时效的根本法则,战伤救治必须服务于联合全域作战需求与勤务要求。本文就联合全域作战态势下战伤救治能力建设的需求问题进行初步探讨。

以光亮面积百分比表征岩石结构面粗糙度

为简化抗剪强度计算过程,通过光亮面积百分比(BAP)计算结构面三维粗糙度。该方法以天然板岩结构面为研究对象,选取起伏差异较大的表面形貌区域,分别提取4组不同取样对象的点云数据,复现Surfer和Matlab计算结构面BAP值的粗糙度提取原方法。结果表明,取样手段不同,各向异性分析结果存在一定差异,且该方法获取的精度和实现效率均较低。针对不同软件应用该方法进行灰度分析时的差异性,提出了一种Matlab一体式的BAP优化分析方法;进一步对比Matlab中配置的Shaderel和Surfer 2种函数条件下的光源模拟结果,发现前者灰度图更清晰,计算该光源条件下的BAP值并结合公式量化评价三维粗糙度JRC^(3D)值,对比分析4种试样形状下JRC3D和θ_(max)^(*)/(C+1)值的各向异性统计特征,验证该方法的适用性,对边坡稳定性评估具有重要意义。

黄土场地条件下地铁车站诱导缝三维地震响应研究

自20世纪90年代地铁车站结构诱导缝概念提出以来,诱导缝已在我国大、中等城市地铁车站中得到广泛应用,但其抗震性能尚未得到验证。以西安黄土地区地铁车站工程建设为研究背景,基于ABAQUS非线性有限元软件平台,建立黄土场地与地铁车站结构动力相互作用三维数值模型,通过大型地震模拟振动台试验与数值模拟的对比研究,验证了数值模型及分析方法的可靠性。基于上述数值分析方法,进一步建立原型结构数值计算模型,研究不同频谱特性及不同峰值加速度地震波作用下黄土场地中地铁车站诱导缝的地震响应规律。研究结果表明:诱导缝断面处结构更易发生较大水平相对位移而产生破坏,为地铁车站结构的薄弱面,且其两侧结构水平相对滑动沿地铁车站结构从下往上逐渐增大;诱导缝两侧结构竖向相对错动沿地铁车站截面宽度方向呈现出两端较大、中间相对较小的规律;在低频成分丰富的西安人工波作用下,诱导缝处余留纵向钢筋塑性变形发展贯穿整个地震作用过程,塑性应变累积效果更显著。研究结果初步揭示了设诱导缝地铁车站的地震响应特征及规律,对进一步探索设诱导缝地铁车站在地震作用下的结构损伤、破坏发展的内在动力与作用机制有一定参考价值,可为黄土地区地铁地下结构诱导缝的抗震设计提供参考。

基于毫米波雷达的非视距目标探测和定位方法研究

隐蔽非直视目标探测和定位技术在城市巷战、安防、防暴等领域具有广泛的应用。本文针对L形非视距区域内单目标的探测与定位问题进行研究。首先,对雷达布设位置及可探测区域进行了分析;其次,针对共同可探测区域,设计了多路径联合检测器;最后,基于设计的多径雷达应用系统,利用所提检测定位方法进行实验验证。与现有研究相比,本文的创新点在于:在L形非视距场景下,对宽波束毫米波雷达布设位置及可探测区域进行分析并给出合理建议;其次利用所提多路径联合检测器将不同反射面的多条路径联合使用,提高了检测性能。本文通过实验验证了系统的可靠性及雷达位置对可探测区域的影响,通过仿真与实验探究了所提检测器的性能改善。

铰接方钢管组合异形柱框架抗震性能研究

为解决村镇住宅体系存在的装配式程度及标准化程度较低、现场焊接工作繁多、室内建筑面积浪费等问题,提出了一种铰接方钢管组合异形柱框架体系。该体系中异形柱采用3根空钢管通过钢板与加劲肋组合而成的L形柱,梁柱节点为腹板螺栓连接的铰接节点。通过拟静力试验对该体系的抗震性能进行研究。研究结果表明:相比于铰接钢管混凝土组合异形柱,铰接空钢管组合异形柱框架体系先于梁端出现转角,最后破坏模式为柱脚破坏,具有更优良的抗震耗能和更缓慢的强度与刚度退化,并通过对比刚接节点和铰接节点的骨架曲线,发现节点刚接程度对结构整体的抗侧刚度影响较大。

考虑水力连通的羌塘内流区洼地单元提取与分类

羌塘内流区是青藏高原面积最大的内流区,气候变化正在加剧其湖泊水系结构与水量的演变,开展内流区流域调查并科学估算其水资源的变化具有重要意义。本文提出一种新型内流区流域划分方法,该方法通过引入高程-面积联合阈值,以解决由气候变化与数字高程模型分辨率等因素引起的洼地单元提取难题。基于已监测的羌塘内流区流域重组与湖泊水位的变动幅度,确定了高程-面积联合阈值分别为10 m和50 km^(2),并对洼地单元进行划分,共识别出163个具有合理集水面积、永久性分水岭的封闭内流区洼地单元。引入多个相关数据集及已有算法评估本方法,结果表明:该方法适用于大尺度内流区洼地单元提取,提取精度优于现有算法及数据产品;依据洼地单元间水力连通特征,将全区163个洼地单元划分为5种主要类型,其中以“上下游互通型”(Ⅱ型)、“高山型”(Ⅳ型)洼地单元为主,“凹陷型”(Ⅴ型)洼地单元则多与其他类型复合存在,受气候条件的影响更加显著。

北江“2024.4”特大洪水调度复盘分析与启示

在水利部的领导下,水利部珠江水利委员会超前谋划、精心组织实施北江流域水工程群联合调度,成功防御北江“2024.4”特大洪水,保障了北江流域尤其是粤港澳大湾区防洪安全,有效减轻了洪涝灾害损失。对北江流域“2024.4”特大洪水水工程群联合调度过程进行全面复盘,研判防洪调度面临的严峻形势,分析了洪水发展过程不同阶段水工程群联合调度方式和调度效果,探讨了水工程群防洪联合调度过程中存在的制约因素,提出了进一步完善流域水工程群联合调度工作的对策与建议,对提高北江流域大洪水防御、提高粤港澳大湾区防洪保障能力具有重要意义。

交替极化阵列对消盲区分析与验证

当干扰信号的空域和极化域特征与目标信号相似时,采用空极化域联合抗干扰技术在消除干扰的同时也会抑制目标信号,导致干扰对消后信干噪比(signal to interference plus noise ratio,SINR)低于雷达系统需求,从而形成干扰对消盲区。针对这一现象,通过在空域、极化域与空极化域分别建立交替极化阵列对消盲区模型,推导了对消盲区位置和大小的数学表达式,从而给出了交替极化阵列对消盲区的数学表征方法。进而分析了交替极化阵列对消盲区的分布规律与影响因素,研究发现阵元间距能够显著影响交替极化阵列对消盲区的分布,在相同条件下交替极化阵列对消盲区大于共点极化阵列对消盲区,结果表明交替极化阵列虽然通过减少天线数目降低了设备成本,但增大了阵列的对消盲区。然后,对消盲区模型进行了数值仿真,仿真结果验证了理论分析。最后,利用信道模拟器搭建了实验平台,信道模拟实验测得的对消盲区与理论值基本一致,再次证明了分析结论的有效性。

健康人膝关节股骨内侧髁软骨的T_(2) mapping研究

目的应用T_(2) mapping技术测量健康人膝关节股骨内侧髁负重区与非负重区各层软骨T_(2)值并分析其差异,探讨膝关节软骨分层、分区域MRI定量研究的价值。方法前瞻性纳入22名健康志愿者,其中男、女各11名,平均年龄(27.05±1.05)岁。共纳入38个膝关节,左膝20个,右膝18个。对志愿者行膝关节MRI矢状面T_(2) mapping检查,选取膝关节股骨内侧髁负重区35个、非负重区37个,并测量完整关节软骨上最厚处的T_(2)值。采用独立样本t检验和方差分析分别比较股骨内侧髁负重区与非负重区各层软骨的T_(2)值及各区域内关节软骨浅、中、深层的T_(2)值。结果股骨内侧髁负重区及非负重区的软骨各层T_(2)值由大到小依次为浅层、中层、深层,除非负重区软骨浅层与中层间的T_(2)值差异无统计学意义(P>0.05),余各2层间T_(2)值差异均有统计学意义(均P<0.05);负重区软骨中层、深层T_(2)值均小于非负重区(均P<0.05),负重区与非负重区软骨浅层的T_(2)值差异无统计学意义(P>0.05)。结论健康人膝关节软骨依据T_(2)值差异可分为3层且负重区软骨T_(2)值更低,对膝关节软骨分层、分区域研究具有可行性。

一级能效电工钢片比总损耗的精确测量与仿真分析

针对国标爱泼斯坦方圈法测量新一级能效硅钢片比总损耗结果的不确定性问题,本文提出了一种工频下基于双爱泼斯坦方圈的新一级能效硅钢片比总损耗测量方法。通过双爱泼斯坦方圈法测量硅钢片的比总损耗,分析并修正了测量方法中的误差,实现了对爱泼斯坦方圈测量时接缝区和均匀区的损耗分离,并分析了接缝区比总损耗对爱泼斯坦方圈测量结果的影响机理。建立了爱泼斯坦方圈有限元模型,对其接缝区和均匀区的损耗进行研究,仿真结果与双方圈法测量结果吻合,验证了本文提出的新一级能效超低损耗薄硅钢片的比总损耗时测量方法的有效性和准确性。测量和仿真结果表明,基于双方圈法测量薄硅钢片比总损耗的结果比单方圈法测量的结果更精确。本文提出的测量和修正方法可用于一级能效薄硅钢片损耗特性的精确测量。

不同屈曲角度时内侧髌股韧带重建的有限元分析

背景:内侧髌股韧带重建是目前治疗髌骨外侧脱位最常用的方法,最终目的是将髌骨调整到正常的解剖位置,恢复髌骨轨迹,目前内侧髌股韧带重建的主要核心问题在于其股骨端固定点的选取上。目的:运用有限元方法分析膝关节不同屈曲角度时重建内侧髌股韧带对髌骨的限制作用,模拟不同股骨端固定点重建内侧髌股韧带对髌骨的限制作用,为内侧髌股韧带重建时股骨端固定点的选取提供帮助。方法:依据提取的膝关节CT与MRI数据建立包含骨骼及软组织的膝关节有限元模型,在模拟膝关节30°与60°屈曲角度时,选取不同的股骨端固定点构建内侧髌股韧带,比较不同点位时髌股关节间接触应力与接触面积,以及对髌骨横向约束力的大小。对不同屈曲角度时相同股骨端固定点所构建的内侧髌股韧带等长性进行验证,以研究各种内侧髌股韧带重建位置的效果。结果与结论:①建立了30°与60°屈曲角度时膝关节的三维有限元模型,构建了不同股骨端固定点的内侧髌股韧带,不同屈曲角度时相同股骨端位置构建的内侧髌股韧带具有可用的等长性;②对髌骨向外侧施加位移后,在横向方向上,不同股骨端固定点构建的内侧髌股韧带对髌骨产生了不同的横向约束力,在前端10 mm处时横向约束力最大,近端5 mm时横向约束力最小;而在纵向方向上,髌骨软骨上应力集中点位置与大小大致相同,且接触压力变化不大,但髌骨软骨与股骨软骨的接触面积相差较为明显,在前端10 mm时接触面积最大,近端5 mm时接触面积最小;③马鞍区中心点构建的内侧髌股韧带对髌骨的横向限制良好,而在纵向限制上不会对髌骨造成过度约束,可以达到对髌骨良好的限制作用。