深部条带开采下沉系数与采厚关系的数值模拟

以峰峰万年矿的地质采矿条件为原型,利用FLAC3D数值模拟软件,建立了深部大采宽条带开采数值模拟模型,对开采厚度与下沉系数的关系进行了研究.结果表明:在采深和采出率等条件相同的情况下,地表下沉值和水平移动值均随采厚的增加而增大,而下沉系数随采厚的增加以非线性关系逐渐减少.下沉系数与开采厚度关系的确立,对深部大采宽条带开采地表移动变形预计及优化设计具有指导作用.     

摩擦液柱成形过程的二维CFD数值模拟

采用Gambit软件建立了摩擦液柱成形（FHPP）过程流场的二维轴对称模型,运用商业计算流体动力学软件Fluent对FHPP稳态阶段塑性金属的流动情况进行了数值模拟。通过改变模拟过程中的单一关键参数而保持其他参数不变,分别讨论了金属棒和孔洞之间径向间隙、材料粘度、金属棒转速、金属棒进给速度以及基材孔底形状等对理想金属塑性流体流动成形过程中速度场和压力场分布变化的影响。结果发现,塑性金属材料的压力分布主要受进给速度（即轴向力）和材料粘度的影响,与金属棒的旋转速度和径向间隙关系不大;而速度分布受进给速度以及径向间隙的影响不明显,但与金属棒的旋转速度关系密切,尤其是靠近速度入口面以及金属棒附近的材料受旋转作用影响显著;通过改变基材孔洞底部的形状,可以改善塑性金属材料的流动情况,同时也揭示了实验过程中孔洞底部存在缺陷的原因。     

综采面邻空煤柱漏风微循环现象研究

针对综采面"采场-邻空煤柱-采空区"间的漏风微循环现象,利用MATLAB中的PDE工具进行二维非线性渗流的数值模拟,同时分析研究漏风微循环现象形成的原因,以及漏风微循环对煤炭自燃的影响。研究表明,"采场-邻空煤柱-采空区"间的漏风微循环可以导致采空区内相对压力和气体成分的周期性变化,即"采空区喘息"现象。     

似椭圆法留设保护煤柱及精度分析

针对目前传统留设保护煤柱的方法存在的问题进行了分析,基于保护地面一点的原理,得出了保护地面一点的公式,进而提出了似椭圆法留设保护煤柱的原理,给出了留设保护煤柱的方法与步骤.实例分析表明,与传统垂直断面法相比,似椭圆法留设保护煤柱可以大大解放“三下”呆滞煤量.依据保护煤柱围护带留设的目的,通过对似椭圆法留设保护煤柱的精度进行分析,确定了似椭圆法留设保护煤柱围护带的宽度,并对其围护带宽度的合理性与适用性进行了探讨.     

Cavity 3D modeling and correlative techniques based on cavity monitoring

According to the mining method for Dongguashan Copper Mine and Tongkeng Mine in China, and with the help of the cavity monitoring system（CMS） and mining software Surpac, the 3D cavity models were established exactly. A series of correlative techniques for calculating stope over-excavation and under-excavation, stope dilution and ore loss rates, and the blasting design of the pillar with complicated irregular boundaries were developed. These techniques were applied in Dongguashan Copper Mine and Tongkeng Mine successfully. Using these techniques, the dilution rates of stopes 52-2^#, 52-6^#, 52-8^#and 52-10^# of Dongguashan Copper Mine are calculated to be 2.12%, 8.46%, 12-67% and 10.68%, respectively, and the ore loss rates of stopes 52-6^# and 5-8^# are 4.41% and 3.70%, severally. Furthermore, according to the design accomplished by the technique for a pillar of Tongkeng Mine with irregular boundary, the volume, total length of boreholes and the dynamite quantity of the pillar are computed to be 1.2 ×10^4 m^3, 2.98 km and 10.97 t, correspondingly.     

新滩大桥箱梁0#块施工支架方案的技术特点

新滩大桥箱梁0#块施工方案采用了薄壁墩侧面设置钢牛腿作为主要承力构件,且自行设计的组合截面钢箱梁和贝雷梁分别作为纵横向受力主梁的临时支撑结构体系。同时结合双薄壁墩的特点为保证结构安全采取了临时墩顶锚固措施,本文就此介绍在该箱梁0#块施工过程中的新技术新方法及其特点。     

关于重庆市支柱产业选择的新思路

从市场标准和需求标准出发,通过支柱产业选择的新方法,揭示了重庆市选择的支柱产业并指出了发展的方向,这对重庆市产业结构的调整和经济发展有着十分重要的意义。     

The current perspective of the PA 1957 gas well pillar study and its implications for longwall gas well pillars

Many states rely upon the Pennsylvania 1957 Gas Well Pillar Study to evaluate the coal barrier surrounding gas wells. The study included 77 gas well failure cases that occurred in the Pittsburgh and Freeport coal seams over a 25-year span. At the time, coal was mined using the room-and-pillar mining method with full or partial pillar recovery, and square or rectangle pillars surrounding the gas wells were left to protect the wells. The study provided guidelines for pillar sizes under different overburden depths up to213 m(700 ft). The 1957 study has also been used to determine gas well pillar sizes in longwall mines since longwall mining began in the 1970 s. The original study was developed for room-and-pillar mining and could be applied to gas wells in longwall chain pillars under shallow cover. However, under deep cover, severe deformations in gas wells have occurred in longwall chain pillars. Presently, with a better understanding of coal pillar mechanics, new insight into subsidence movements induced by retreat mining, and advances in numerical modeling, it has become both critically important and feasible to evaluate the adequacy of the 1957 study for longwall gas well pillars. In this paper, the data from the 1957 study is analyzed from a new perspective by considering various factors, including overburden depth, failure location, failure time, pillar safety factor(SF), and floor pressure. The pillar SF and floor pressure are calculated by considering abutment pressure induced by full pillar recovery. A statistical analysis is performed to find correlations between various factors and helps identify the most significant factors for the stability of gas wells influenced by retreat mining. Through analyzing the data from the 1957 study, the guidelines for gas well pillars in the 1957 study are evaluated for their adequacy for roomand-pillar mining and their applicability to longwall mining. Numerical modeling is used to model the stability of gas wells by quantifying the mining-induced stresses in gas well casings. Results of this study indicate that the guidelines in the 1957 study may be appropriate for pillars protecting conventional gas wells in both room-and-pillar mining and longwall mining under overburden depths up to 213 m(700 ft),but may not be sufficient for protective pillars under deep cover. The current evaluation of the 1957 study provides not only insights about potential gas well failures caused by retreat mining but also implications for what critical considerations should be taken into account to protect gas wells in longwall mining.     

矿房与间柱同步回采的实践

简述了官地银金矿传统浅孔留矿采矿法应用中存在的突出问题,即间柱滞后矿房回采,且占有矿量多,造成地压集中显现.通过采准天井沿脉和下盘脉外两种形式相间布置,联络道结构形式新型设计,实现了矿房和间柱同步回采,提高了间柱矿石回采率,缩短了矿块回采周期,在总的采准工程量大致不变的情况下,对传统浅孔留矿采矿法中间柱滞后矿房回采应是一种新的尝试.     

微型客车车身疲劳破坏CAE仿真

为解决微型客车在山区使用过程中后立柱和后门槛板等部件出现疲劳裂纹的问题,采用ANSYS和LS—DYNA对整车在实际使用条件下的应力分布及随时间的变化进行仿真．对关键部件进行疲劳寿命计算和分析,从中找到部件产生疲劳裂纹的主要原因;提出多种改进方法,并基于CAE仿真分析筛选出改动小、成本低、效果好的方案;根据改进部件的疲劳寿命预测和评价确定最终改进方案．