锦屏电站大坝右岸洞室开挖过程控制及对策

锦屏一级水电站大坝右岸地下洞室具有地质条件复杂、施工条件差、干扰因素多、难度大、工程量大、质量要求高、工期紧等诸多特点,因此施工过程控制极其重要。     

The Concept of Information Overload: A Review of Literature from Organization Science,Accounting, Marketing,MIS, and Related Disciplines

Based on literature from the domains of organization science, marketing, accounting, and management information systems, this review article examines the theoretical basis of the information overload discourse and presents an overview of the main definitions, situations, causes, effects, and countermeasures. It analyzes the contributions from the last 30 years to consolidate the existing research in a conceptual framework and to identify future research directions.     

饲料工厂粉尘的有效控制

饲料工厂产尘点多，粉尘差异大、控制困难，饲料粉尘已成为制约现代工厂明管理、安全生产的“瓶颈”。本以防尘、除尘、防爆为立足点，从工艺设计、运行管理入手，全方位探求控制饲料粉尘的有效途径，较好地解决了现有饲料工厂的粉尘问题，在实际生产中有一定的推广应用价值。     

夹逼准则与抛物型偏微分方程的上下解方法

文章把极限的夹逼准则思想应用到抛物型偏微分方程,通过引进上下解,构造出一串单调非增的上解序列和一串单调非减的下解序列,证明了半线性抛物型偏微分方程初边值问题解存在的唯一性。     

DW80-350馈电开关"放炮"事故的原因及预防措施

DW80-350开关是钱家营矿业公司井下低压供电系统中最常用的馈电开关,但由于各种原因,易发生“放炮”事故。通过分析其原因,采取有效措施,预防其事故发生,确保安全供电。     

2003年2月24日新疆巴楚—伽师Ms6.8地震的静态库仑应力触发作用

2003年2月24日新疆巴楚—伽师发生Ms6.8地震,截止到2004年6月30日发生了7次Mw5以上的中强余震,序列的余震丰富、强度大。本文求算了Ms6.8主震及其序列中主震和中强余震共同在后续中强余震（7次Mw5.0以上余震）破裂面上产生的静态库仑破裂应力变化情况。考虑到震中定位的误差,分几种情况分别讨论了此次Ms6.8主震及其中强余震产生的库仑破裂应力变化情况,并定量分析了Ms6.8地震序列静态库仑破裂应力变化与断层类型的关系及其静态应力触发模型作用的延迟时间和空间范围。认为采用哈佛大学矩心矩张量目录的震源机制解、矩心深度和新疆震中定位结果较合理,由此得到的7次中强余震均发生在库仑破裂应力增加的区域。综合分析表明,巴楚—伽师Ms6.8主震对后续中强余震具有一定的触发作用,而中强余震之间的触发作用不显著。但由于目前震源定位精度的限制,不能肯定序列中7次中强余震是完全受Ms6.8主震触发而发生的。     

氢气燃烧爆鸣实验的改进

做好氢气的燃烧及氢气与空气混合爆炸实验是突破难点的关键。教材中的演示实验存在着一些缺点。经过实验 ,采用塑料袋为实验器材 ,并改进操作方法 ,使实验取得较好的效果     

Numerical Simulation of Underwater Explosion Loads

Numerical simulation of TNT underwater explosion was carried out with AUTODYN software.Influences of artificial viscosity and mesh density on simulation results were discussed.Detonation waves in explosive and shock wave in water during early time of explosion are high frequency waves.Fine meshes (less than 1 mm) in explosive and water nearby,and small linear viscosity coefficients and quadratic viscosity coefficients (0.02 and 0.1 respectively,1/10 of default values) are needed in numerical simulation model.According to these rules,numerical computing pressure profiles can match well with those calculated by Zamyshlyayev empirical formula.Otherwise peak pressure would be smeared off and upstream relative errors would be cumulated downstream to make downstream peak pressure lower.     

Constitutive Laws of the Underground Opening Collapse due to Dynamic Load

The constitutive laws of the collapse of underground openings in a rock massif were in-vestigated based on the results of laboratory and field experiments, and computations using ana-lytical and numerical models. It is shown that the principal mechanism of failure of underground openings over important for practice peak particle velocity amplitude range of 1 to 10 m/s is the roof and wall breakage due to the fall of key blocks. Over this load range the material crushing is of considerably less importance. The geometry of discontinuities influences mainly the stability of key blocks. Further caving depends weakly on block structure of near-tunnel zone. The mean volume of fall material is a rather stable quantity for rock massifs of different structures. Lower tunnel sta-bility in the zones of high fracturing is caused by a higher probability of the presence of the unsta-ble key blocks and the decrease of strength characteristics of fractured bounding blocks. The de-crease of average block size is a less important accompanying factor.