钩端螺旋体病肺弥漫出血型X线表现及动态观察

本文报告了37例临床资料比较完整的钩端螺旋体病肺弥漫出血型病例，就其临床体征和X线表现及治疗进行分析探讨。     

Directory of Statistical Microcomputer Software

With the Box–Cox transformation, one or a few responses can greatly influence the transformation parameter estimate. To detect influential observations, several diagnostics have been suggested. We highlight the importance of multiple case deletion, especially when the masking effect is present, and derive an analytic expression for Tsai and Wu's diagnostic.     

荫营煤矿综放工作面回风顺槽矿压显现特征分析

通过矿山压力观测的方法分析了荫营煤矿15号煤层综放面回风顺槽的矿山压力显现,应用了巷帮表面收敛观测、锚杆锚索受力变化、顶板离层观测的综合手段,得出了荫营煤矿15号煤层综放面回风顺槽的矿山压力特征,为该巷道大变形的治理提供相应理论依据.     

A pure proactive scheduling algorithm for multiple earth observation satellites under uncertainties of clouds

Most earth observation satellites (EOSs) are equipped with optical sensors, which cannot see through clouds. Hence, observations are significantly affected and blocked by clouds. In this work, with the inspiration of the notion of a forbidden sequence, we propose a novel assignment formulation for EOS scheduling. Considering the uncertainties of clouds, we formulate the cloud coverage for observations as stochastic events, and extend the assignment formulation to a chance constraint programming (CCP) model. To solve the problem, we suggest a sample approximation (SA) method, which transforms the CCP model into an integer linear programming (ILP) model. Subsequently, a branch and cut (B&C) algorithm based on lazy constraint generation is developed to solve the ILP model. Finally, we conduct a lot of simulation experiments to verify the effectiveness and efficiency of our proposed formulation and algorithm.     

常时微动测试在工程场地评价中的应用与发展

结合作者主持的上海中心大厦、2010年上海世博会中国国家馆等典型工程，在对常时微动测试发展历史及现状进行综合述评的基础上，详细介绍了常时微动测试的基本原理、现场测试、信号分析等内容，论述了常时微动测试技术在工程场地评价中的应用与发展，可以为相关的工程技术人员提供参考。     

煤田三维地震观测系统的优化设计

对三维地震勘探设计中观测系统必须遵循两方面的要求,即:地震地质条件和野外采集成本进行了论述,并对目前煤田上常用的六种观测系统进行了分析对比,综合论证分析结果,诠释了优化设计的思路与方法。     

野外环境下陀螺全站仪定向精度与稳定性的测试与分析

基于高精度的野外地表控制网,针对不同的时间、地点和温度变化环境以及振动变化环境等实际的野外观测条件,对HGG05型陀螺全站仪的稳定性和指北定向精度进行测试与研究,通过多个周期测试数据的分析,总结出了一套方法可行、成果可靠的陀螺全站仪测试方法与数据处理程序。     

锚索梁支护技术在薄煤层综采沿空留巷中的研究与应用

滨湖煤矿12202运输巷留巷中采用锚索梁支护方式,采煤时利用直接顶冒落矸石作为沿空留巷的充填材料,用工字钢棚作为巷内基本支护与巷内加强支护。矿压观测表明巷道支护状况良好,维护了巷道围岩的稳定性。     

Quantitatively comparing phase-field modeling with direct real time observation by synchrotron X-ray radiography of the initial transient during directional solidification of an Al-Cu alloy

The initial transient during directional solidification of an Al-4 wt.% Cu alloy was simulated by a quantitative phase-field model solved with the adaptive finite element method. The simulated solidification process was compared with the related analytical theory and in situ and real time observations by means of X-ray radiography at the European Synchrotron Radiation Facility. The simulated velocity of the planar interface and solute profile ahead of the solidification front in the liquid are close to the predictions of the Warren-Langer model of the initial planar solidification transient, but in fair quantitative agreement with experimental results only at early stages of planar solidification. After the accelerated flat interface lost its stability a transition to cellular solidification was initiated. The initial cell spacing predicted by the phase-field simulation agreed well with the experimental observations in the region where the cell growth direction was perpendicular to the fluid flow, whereas a discrepancy was obvious in the corners where the fluid flow was parallel to growth. An analytical relation describing the wavelength of the initial solid-liquid interface corrugations under diffusion-limited transport is screened out by comparing the phase-field simulation data with expressions based upon the Mullins-Sekerka linear stability analysis theory or derived for primary spacing. The gravity-driven natural convection in the experiment resulted in misfits between the phase-field predictions and the experimental observations in the late stage of planar solidification, onset and development of morphological instability.     

华胜煤业3105综采工作面矿压显现规律研究

针对华胜煤业3105综采工作面受高强度采动影响,围岩稳定难以控制的难题,采用数值模拟与现场实际观测相结合的方法对其采场矿压显现规律进行了分析。结果表明,工作面分别推进到40 m、90 m和120 m时,支承压力的峰值分别在8 m、12 m和15 m左右,影响范围分别在40 m、45 m和45 m左右,最大支承压力分别为8.3 MPa、11.2 MPa和11.6 MPa。3105工作面上部、中部和下部的平均周期来压步距为17.3 m、19.4 m和16 m,工作面的平均周期来压步距为17.6 m;周期来压期间支架的平均末阻力分别为6262.7 kN、7471.6 kN和7580.5 kN,平均值为104.9 kN;影响范围分别为5.4 m、7.4 m、5.8 m,平均值为6.5 m。监测断面顶板累计下沉159.8 mm,两帮累计的相对收敛量达到了92.5 mm。