多目标条件下矿山充填材料配比优化实验

为准确确定某铁矿尾砂胶结充填材料最优配比,分别选择制浆水性、砂灰质量比和料浆质量浓度与充填体强度、料浆坍落度和料浆泌水率作为尾砂胶结充填材料配比优化的影响因素和充填性能评价指标.基于响应面–满意度函数耦合理论,采用Box-Behnken实验设计方法开展13组不同充填配比实验,构建充填性能评价指标的响应面函数,研究各影响因素与目标响应量的相关关系及多目标条件下的最优充填材料配比.结果表明,制浆水性对响应量影响不显著;砂灰质量比对充填体强度影响极显著;坍落度受料浆质量浓度、砂灰质量比影响较显著;砂灰质量比和料浆质量浓度对料浆泌水率的影响均极为显著,且二者之间存在极显著的交互作用.该矿尾砂胶结充填材料最优配比为:制浆水性为海水,砂灰质量比为8.44:1,料浆质量浓度为72%,该配比条件下对应的响应量预测结果为:充填体28 d龄期单轴抗压强度为2.00 MPa,料浆塌落度为27.15 cm,料浆泌水率为7.35%,与验证实验结果基本吻合,为现场工业实验提供强有力的理论支撑.     

具有不确定数据的XML数据编码设计

为了解决模糊数据对XML文档中各元素造成的内容和结构上的改变,使得XML数据模型中的不确定信息能够被有效地管理,提出了一种基于前缀编码的四元组编码方案.在语法分析器XML Schema中,根据模糊数据的特征,利用增加的元素对XML文档中的模糊元素进行约束,进而为每一个元素建立一个四元组,其参数由文档号、遍历序号、元素模糊性及组内标志符构成.通过大量的实验对比分析,验证了该编码方案的有效性,其更适用于具有较低XML树高度的XML文档.     

Investigation on full vehicle height control algorithm using feedback linearization method

Aiming to improve the control accuracy of the vehicle height for the air suspension system, deeply analyzing the processes of variable mass gas thermodynamics and vehicle dynamics, a nonlinear height control model of the air suspension vehicle was built. To deal with the nonlinear characteristic existing in the lifting and lowering processes, the nonlinear model of vehicle height control was linearized by using a feedback linearization method. Then, based on the linear full vehicle model, the sliding model controller was designed to achieve the control variables. Finally, the nonlinear control algorithm in the original coordinates can be achieved by the inverse transformation of coordinates. To validate the accuracy and effectiveness of the sliding mode controller, the height control processes were simulated in Matlab, i.e., the lifting and lowering processes of the air suspension vehicle were taken when vehicle was in stationary and driving at a constant speed. The simulation results show that, compared to other controllers, the designed sliding model controller based on the feedback linearization can effectively solve the "overshoot" problem, existing in the height control process, and force the vehicle height to reach the desired value, so as to greatly improve the speed and accuracy of the height control process. Besides, the sliding mode controller can well regulate the roll and pitch motions of the vehicle body, thereby improving the vehicle''s ride comfort.     

软土地区旧桩拔除技术和新建桩基础调整方案及施工措施

结合天津南开区某地块定向经济适用房项目,介绍其在基础施工中遇到旧预制方桩时,采用全套管高压喷气、射水振动沉管施工工艺清孔拔桩,并对该工艺进行分析得出:该拔桩施工工艺适用于软土地区旧桩拔除项目;并针对旧桩孔无法回填压实、部分新建桩基础与拔除旧桩孔距离较近等原因导致钻孔倾斜、串孔等问题,提出远离旧桩位置或调整至旧桩桩心位置等方法调整桩位,并采用加大桩径、增设承台等调整方案承担因调整桩位而产生的上部偏心荷载;采用拌和白灰、分层压实、回填静置等措施提高回填土的密实度,采用保证垂直度和调节泥浆配合比等措施,以改善不良施工条件,得出适当增加混凝土充盈系数保证成桩质量等施工经验,为后续类似工程提供借鉴。     

Gateside packwall design in solid backfill mining-A case study

Based upon characteristic movement features of the overlying strata in solid backfill mining and in-situ observations,an associated model representing a roadway support system has been developed.Based on the Winkler foundation and beam model,the current study presents a static analysis of the model,thus permitting acquisition of a theoretical formula pertaining to roof convergence.Through use of working face 6304-1(Jisan Colliery) as the research setting,the association between roof convergence magnitude and both packwall strength and width have been elucidated.Based upon observed conditions at the working face,realistic packwall parameters have been formulated,with numerical simulation results and field application results indicating that design parameters garnered from the developed formula successfully adapted to local geological movement and deformation.Accordingly,roadway deformation was shown to be within the permissible range,thus satisfying mine production requirements.The proposed method in the current study may give a design basis for pack design in the context of SBM under similar conditions.     

Mechanical analysis of roof stability under nonlinear compaction of solid backfill body

Based on the compaction characteristic test and the nonlinear compaction deformation characteristics of backfill material, this paper applies the theory of nonlinear elastic foundation of thin plate to establish a mechanical model of backfill body and roof in solid dense backfill coal mining. This study critically analyses the deflection equation of the roof by the energy method, derives the conditions of roof breakage and combined with concrete engineering practice analyses, determines roof movement regularity and stability in solid dense backfill mining. Analysis of the engineering practice of the 13,120 backfill panel of Pingmei 12# mine shows the theoretical maximum of roof convergence in backfill mining to be415 mm which is in significant agreement with the measured value. During the advancing process of solid backfill mining at the panel, the maximum tensile stress on the roof is less than its tensile strength which does not satisfy the conditions for roof breakage. Drilling results on the roof and ground pressure monitoring show that the integrity of roof is strong, which is consistent with the theoretical calculations described in this study. The results presented in the study provide a basis for further investigation into strata movement theory in solid dense backfill mining.     

Stability analyses of vertically exposed cemented backfill:A revisit to Mitchell's physical model tests

Mitchell's solution is commonly used to determine the required strength of vertically exposed cemented backfill in mines. Developed for drained backfill, Mitchell model assumed a zero friction angle for the backfill. Physical model tests were performed. Good agreements were obtained between the required strengths predicted by the analytical solution and experimental results. However, it is well-known that zero friction angle can only be possible in terms of total stresses when geomaterials are submitted to unconsolidated and undrained conditions. A revisit to Mitchell's physical model tests reveals that both the laboratory tests performed for obtaining the shear strength parameters of the cemented backfill and the box stability tests were conducted under a condition close to undrained condition. This explains well the good agreement between Mitchell's solution and experimental results. Good agreements are equally obtained between Mitchell's experimental results and FLAC3 D numerical modeling of shortterm stability analyses of exposed cemented backfill.     

大红山铜矿矿区似大地水准面模型建设及研究

完成大地水准面拟合方法的分析和曲面拟合的方法及对比情况分析,研究数据内插的理论和方法,提出方法的分析及对比情况,研究似大地水准面格网数值模型的理论和方法。根据GPS定位原理和大地测量学理论,对大红山铜矿矿区约20 km2区域的大地水准面的精化理论和方法进行了研究。GPS/水准几何法结合GPS水准数据及EGM2008模型"移去-恢复"法确定似大地水准面,针对大红山铜矿矿区高差大、地形变化激烈的实际情况,计算和比较已知公共点和检核点数据,计算研究大红山铜矿范围内的高程异常。     

Spar式风力机平台设计及水动力影响因素研究

针对NREL5MW风力机设计Spar式风力机平台并采用频域分析方法对该平台的水动力性能进行分析,研究纵荡板、平台工作水深以及重心高度对其水动力性能的影响。研究表明,垂荡板可将Spar平台的垂荡响应峰值降低至无垂荡板时峰值的1/3。当水深大于设计吃水的4倍时,水深对垂荡运动影响很小,这说明Spar风力机平台适合工作在水深大于4倍平台设计吃水的海域。当加压载后,平台重心低于设计重心的距离在0!0.8倍的设计重浮心距离范围内时,Spar风力机平台实际重心位置的偏离对平台的水动力性能影响较小。分析结果将为海上浮式风力机支撑平台的设计以及水动力性能研究提供参考。     

温度驱动下风积砂毛细现象试验研究

为了研究环境温度对毛细水上升过程的影响,进行了室内砂柱模拟试验。设置了两组不同温度下砂柱毛细水上升试验进行对比,分析了风积砂毛细水上升高度随时间的变化规律以及与温度的关系,探讨了毛细水上升的运动机理。试验结果表明:外部条件相同的情况下,较高的温度能够加快湿润锋的迁移速率,然而局部的高温会抑制水分的向上迁移,但温度效应不是特别明显。