Notes邮件系统管理维护及典型故障分析

从LotusDomino服务器系统的监控、维护、服务器系统重要文件的备份操作及系统优化等方面介绍了Domino服务器的管理维护方法：分析了Domino服务器和notes客户端的典型故障,给出了具体的故障解决思路及方法。     

中国进出口贸易碳转移排放测算方法分析与评价

目前中国的碳转移排放测算方法有很多,虽然方法不尽相同,但总的结论和计算出的变化趋势类似。造成碳转移量测算结果产生较大差异的原因主要有两方面,一是碳排放强度的测算模型不同,二是对于中国加工贸易转移碳排放的认识不同。测算避免转移排放量时,如果不考虑加工贸易的影响,在某些年份（如2002年）甚至会得到＂中国是碳转移的净进口国...     

2010年中国非开挖行业调查

本文分析了中国地质学会非开挖技术专业委员会对2010年我国非开挖行业的调查和统计,主要是水平定向钻机的销售情况和非开挖管道修复与更换方法在管道工程施工中的应用情况,最后总结了2010年我国非开挖行业发展的几个特点。     

基于物质流分析的区域循环经济评价指标体系构建——以陕西省榆林市为例

以物流分析为基础,兼顾循环经济的3R原则,利用循环经济发展中涉及的物质流分析指标,以及物质流指标与人、经济、单位投入、产出等外延领域的结合衍生指标构建循环经济评价指标体系,并对各指标作了解释,对数据来源途径做了分析.     

焦家金矿主矿区金矿石的赋存特征

焦家金矿带是莱州-招远金矿区最重要的金矿带之一,产状复杂且性状变化较大。以往研究主要针对矿物种类、载金矿物及其形状及嵌布关系等进行分析,缺乏对金粒矿物学、金矿物种类及金颗粒的成色研究。本文采用偏光/反光显微镜、体视显微镜、扫描电镜、能谱仪、X射线衍射仪等技术手段对焦家金矿主矿区深部开采的矿石样品进行分析,研究内容主要包括金赋存状态、金粒度、金形状、金矿物类型及不同大小金粒的成色特征。结果表明:载金矿物主要以黄铁矿、黄铜矿等硫化矿和石英、长石等脉石矿物为主。金赋存状态有裂隙金(64.82%)、包裹金(19.29%)、晶隙金(15.89%);黄铁矿、黄铜矿中金粒较大,连群分布占多数,脉石中金粒细小,孤立分布占多数。金矿物形状复杂,主要有球状金、三角形金、矩形金。金矿物种类丰富,以自然金、银金矿、自然银、含铁自然银为主,其次为金铜矿、螺硫银矿、碲化金银。金矿物粒度范围较大,大金颗粒可达到90~110 μm,小金颗粒只有2~3 μm。金银矿物的成色普遍较高,大粒金成色低,以银金矿为主,小粒金成色高,大都为自然金。本文丰富了焦家金矿矿物学研究的内容,为后续选冶工艺提供了调控依据和重要信息。     

Quantitative risk assessment of landslide by limit analysis and random fields

Risk may be estimated by multiplying the probability of failure by the consequence. This is acceptable for systems that have a single mode of failure. For systems that have multiple failure modes, such as landslides, the consequences should be assessed individually for each of the failure modes. This paper proposes a new framework of quantitative landslide risk assessment, in which consequences are assessed individually. The framework is generally applicable, and the landslide risk assessments of two typical slopes are presented.     

The First James K. Mitchell Lecture In situ soil testing: from mechanics to interpretation†

The current use of fundamental mechanics in developing rational interpretation methods for deriving soil properties from in situ test results is reviewed and evaluated. The focus is on some of the most widely used in situ test devices including cone penetrometers with and without pore pressure measurements (CPTU and CPT), self-boring and cone pressuremeters (SBPMT and CPMT), and flat dilatometers (DMT). In situ tests in both cohesive and frictional soils for measuring strength and stiffness properties, in situ state parameters, consolidation coefficients, stress history, and in situ stresses are considered in detail.     

Probability of scour depth exceedance owing to hydrologic uncertainty

The average risk of a bridge over water in the USA collapsing from scour during its 75 years design life is estimated at 3.7×10^?3. This risk makes scour of foundations the number one cause of bridge collapse and 3 times larger than the next cause of bridge collapse, which is collisions. The current paper presents a site specific method to estimate the probability that a certain scour depth will be exceeded during the life of a bridge. The methodology is limited to some uncertainties associated with the randomness of hydrologic conditions. It does not include uncertainties associated with other input parameters, such as geometry and soil erodibility or uncertainties associated with the scour prediction model. The SRICOS–EFA method is used as the reference method to predict the scour depth. This method requires three inputs: the hydraulic parameters (e.g. velocity hydrograph), the geometry parameters (e.g. pier size) and the soil erodibility parameters (e.g. erosion function). The input is used together with the program to generate the scour depth versus time over the period of interest. The final scour depth is that reached at the end of the specified period. This paper proposes a probabilistic framework to present the final scour depth as a cumulative density function. The cumulative density function of the flow is sampled randomly to give a future hydrograph, which has the same mean and standard deviation as the original hydrograph. For this synthetic hydrograph a final scour depth is obtained by using SRICOS–EFA. Thousands of equally likely hydrographs are generated and the corresponding final scour depths are organized in a distribution. That final scour depth distribution gives the probability that a chosen scour depth will be exceeded.     

Reliability of shallow foundations designed against bearing failure using LRFD

Worldwide, there is growing interest in the development of a rational reliability-based geotechnical design code. The reasons for this interest are at least two-fold; first, geotechnical engineers face significantly more uncertainties than those faced in other fields of engineering, therefore there is a need to properly characterize and deal with these uncertainties. Second, for decades, structural engineers have used a reliability-based design code, and there is a need to develop the same for geotechnical engineers, in order that the two groups can ‘speak the same language’. This paper develops a theoretical model to predict the probability that a shallow foundation will exceed its supporting soil's bearing capacity. The footing is designed using characteristic soil properties (cohesion and friction angle) derived from a single sample, or ‘core’, taken in the vicinity of the footing, and used in a load and resistance factor design approach. The theory predicting failure probability is validated using a two-dimensional random finite element method analysis of a strip footing. Agreement between theory and simulation is found to be very good. Therefore, the theory can be used with confidence to perform risk assessments of foundation designs and develop resistance factors for use in code provisions.