贵定露天石灰石矿不稳定边坡的治理

着重讨论了贵定石灰石矿边坡１２２０～１１８０ｍ水平在Ｉ号剖面左右深层不稳定地段的边坡治理方案。推荐方案强调多台阶同时回采，以推迟靠帮，进而推迟可能的表层滑坡治理。还讨论了护坡矿壁回收及该矿其他不稳定地段边坡治理等问题。     

边坡可靠性分析的非线性有限元正交设计算法

非线性有限元正交设计算法，是借助于回归分析，用正交多项式拟合各岩石力学特性参数与各单元滑移面及岩体整体滑动安全余量间的函数关系，以评判边坡工程的可靠性。该法较蒙特卡罗法精度高，能满足工程计算的精度要求，且方法简单、计算时间少，不需改变有限元法的有关方程和计算程序，易为人们接受。     

预应力长锚杆加固理论探讨

通过岩体剪切破坏分析，找出最危险剪切破坏面，再用合理结构的预应力长锚杆或长锚索提供的有效抗剪力，消除岩体最大破坏剪应力，以过到加固边坡不稳定滑动岩体目的。     

基于均衡接近度灰关联的Slope One算法

作为一种基于项目的协同过滤推荐算法,Slope One算法易于实现且高效。但由于Slope One算法未考虑用户相似性,导致其在处理涉及用户关系的个性化推荐任务时性能不高。针对以上问题,提出了改进的Slope One算法。提出一种均衡接近度灰关联分析方法计算用户之间的均衡接近度,利用均衡接近度度量用户间的相似程度,然后将均衡接近度值融入到Slope One算法中进行评分预测,在MovieLens和Epinions数据集下的对比实验表明,该算法具有更低的平均绝对误差（MAE）和均方根误差（RMSE）,提高了预测的准确度和推荐质量。     

一种基于局部近邻Slope One协同过滤推荐算法

经典的Slope One算法采用线性回归模型对目标项目进行预测评分,但在项目评分偏差表构建过程中产生了部分噪声数据,影响了算法的推荐性能。为了解决该问题,建立了一种基于局部近邻Slope One协同过滤推荐算法。算法计算了当前活跃用户针对不同推荐商品的近邻用户集,其邻居用户集根据目标项目的不同而动态变化;根据活跃用户关于不同目标项目的邻居用户数据来进一步优化项目之间的平均偏差,进而产生推荐。对比实验说明,该算法在MovieLens数据集上具有较高推荐精度。     

Automatic prediction of time to failure of open pit mine slopes based on radar monitoring and inverse velocity method简

Radar slope monitoring is now widely used across the world, for example, the slope stability radar (SSR) and the movement and surveying radar (MSR) are currently in use in many mines around the world. However, to fully realize the effectiveness of this radar in notifying mine personnel of an impending slope failure, a method that can confidently predict the time of failure is necessary. The model developed in this study is based on the inverse velocity method pioneered by Fukuzono in 1985. The model named the slope failure prediction model (SFPM) was validated with the displacement data from two slope failures monitored with the MSR. The model was found to be very effective in predicting the time to failure while providing adequate evacuation time once the progressive displacement stage is reached.     

基于Bode''''s integrals的PID控制器的设计及其仿真

该文为一类稳定的最小相位控制对象提出一种新的PID控制器的参数整定方法。它是基于Bode’s integrals可以给出最小相位稳定系统的幅值与相位的关系，从而运用bode’s integrals近似表示控制对象G（jw）的幅值和相位的微分，然后将该简化结果用于PID控制器的设计中，从而得到新的控制器参数整定方法。该文中PID控制器的设计要求是，调整控制对象的Nyquist曲线在给定频率处的斜率，以提高闭环系统性能。最后，通过在matlab中对一类稳定的最小相位系统的计算机仿真例子比较，可以显示出该方法的优越性。     

Theory of Three-Dimensional Discontinuous Deformation Analysis and Its Application to a Slope Toppling at Amatoribashi, Japan

A three-dimensional (3D) rock slope toppling occurred in a discontinuous rock mass. To simulate the failure process and study the mechanism of this rock failure with contact and large displacement in 3D, a new discrete numerical method has been developed called the 3D discontinuous deformation analysis (DDA). This article first introduces the basic principles and then derives the formulas in detail. Finally, the slope failure simulation is applied as an example to investigate the applicability of this new method to rock slope failure research. The simulation results indicate the advantages of using this new method to study the mechanism of a rock slope failure with 3D behavior.