基于有限比较法研究万州区滑带土干重度的概率分布

对万州区滑坡滑带土干重度的86个测试数据进行拟合优度检验,发现多种传统的检验方法都既可以接受正态分布也可以接受对数正态分布.在传统检验方法失效的情况下,引入了有限比较法,确定了干重度的最优概率分布为正态分布,并用统计模拟的方法分析了有限比较法选中真实分布的概率.     

2013 年汛期ECMWF集合统计量产品的降水预报检验与分析

2013年汛期ECMWF集合预报在江南、四川盆地和华北地区强降水过程中的表现如下：对江南和四川盆地强降水,概率匹配、融合产品、最大值、75%和90%分位数在大雨和暴雨预报中较确定性预报有明显正技巧,融合产品和90%分位数的技巧评分最稳定;对华北地区强降水,仅90%分位数在大雨预报中有一致的正技巧;上述统计量产品的中期预报技巧评分总体要高于短期预报,对四川盆地（华北地区）暖区强降水预报技巧评分总体要高（低）于对该区域锋面强降水预报技巧评分。根据概率匹配和融合产品各自特点,综合二者原理,设计出概率匹配-融合和融合-概率匹配两种新方案。结果显示,在暴雨和大暴雨降水预报中,融合-概率匹配的评分较融合产品有一定提高。     

Mineral-Potential Mapping for MVT Deposits with Limited Data Sets Using Landsat Data and Geological Evidence in the Borden Basin, Northern Baffin Island, Nunavut, Canada

Posterior probabilities of occurrence for Zn-Pb Mississippi Valley Type (MVT) mineralization were calculated based on evidence maps derived from regional geology, Landsat-TM, RADARSAT-1, a digital elevation model and aeromagnetic data sets in the Borden Basin of northern Baffin Island, Canada. The vector representation of geological contacts and fault traces were refined according to their characteristics identified in Landsat-TM, RADARSAT-1, DEM, slope, aspect, and shaded relief data layers. Within the study area, there is an association between the occurrence of MVT mineralization and proximity to the contact of platformal carbonates and shale units of the adjacent geological formation. A spatial association also tends to exist between mineralization and proximity to E-W and NW-SE trending faults. The relationships of known MVT occurrences with the geological features were investigated by spatial statistical techniques to generate evidence maps. Supervised classification and filtering were applied to Landsat-TM data to divide the Society Cliffs Formation into major stratigraphic subunits. Because iron oxides have been observed at some of the MVT occurrences within the Borden Basin, Landsat-TM data band ratio (3/1) was calculated to highlight the potential presence of iron-oxides as another evidence map. Processed Landsat-TM data and other derived geological evidence maps provided useful indicators for identifying areas of potential MVT mineralization. Weights of evidence and logistic regression were used independently to integrate and generate posterior probability maps showing areas of potential mineralization based on all derived evidence maps. Results indicate that in spite of the lack of important data sets such as stream or lake sediment geochemistry, Landsat-TM data and regional geological data can be useful for MVT mineral-potential mapping.     

Fault type analysis along the San Andreas Fault zone: A numerical approach

Finite Element (FE) modeling under plane stress condition is used to analyze the fault type variation with depth along and around the San Andreas Fault (SAF) zone. In this simulation elastic rheology was used and was thought justifiable as the variation in depth from 0.5 km to 20 km was considered. Series of calculations were performed with the variation in domain properties. Three types of models were created based on simple geological map of California, namely, 1) single domain model considering whole California as one homogeneous domain, 2) three domains model including the North American plate, Pacific plate, and SAF zone as separate domains, and 3) Four domains model including the three above plus the Garlock Fault zone. Mohr-Coulomb failure criterion and Byerlee's law were used for the calculation of failure state. All the models were driven by displacement boundary condition imposing the fixed North American plate and Pacific plate motion along N34°W vector up to the northern terminus of SAF and N50°E vector motion for the subducting the Gorda and Juan de Fuca plates. Our simulated results revealed that as the depth increased, the fault types were generally normal, and at shallow depth greater strike slip and some thrust faults were formed. It is concluded that SAF may be terminated as normal fault at depth although the surface expression is clearly strike slip.     

THE RESPONSE OF SUMMER DRYNESS/WETNESS PROBABILITY IN NORTH CHINA TO GLOBAL WARMING

Using the data of summer(June—August)precipitation during the period of 1951—1990 in 14 stations over NorthChina,the wetness probability(WP)series based on gamma distribution has been built.Main temporal and spatial char-acteristics for the series of WP in the stations are extracted by using empirical orthogonal functions(EOFs).The spatialpatterns show that the dryness/wetness variations in the stations in the area are consistent with each other and its maincharacteristics can be represented by the WP series in Beijing.Having analysed the WP series of 120 years(1870—1989)in Beijing,the results show that the dry tendency has a re-sponse to the global warming.The variation of the dryness/wetness in the stations is associated with the temperaturevariation in the Northern Hemisphere.Their relation is negative.The degree of the reliance is associated with the centuryvariation of the temperature.     

全球增暖1.5/2℃下中国区域极端降水的风险变化及其影响因子

利用24个CMIP6全球气候模式的逐日降水模拟资料,基于广义极值分布(GEV)模型,研究了全球增暖1.5/2℃下我国20、50和100 a重现期极端降水的未来风险变化。可以发现,相对于历史时期(1995—2014年),全球升温1.5和2℃下极端降水发生概率风险空间分布相近,总体上呈现增加趋势,但额外增暖0.5℃将导致更高的风险。如50 a重现期极端降水,在增暖1.5/2℃下其重现期将分别变为17/14 a,极端降水将变得更加频繁。不同区域对气候变暖的响应存在区域差异,其中中国西部长江黄河中上游和青藏高原地区、中国东部长江黄河中下游及其以南地区,极端降水发生概率比达到3以上,局部更是达到5以上,为我国极端降水气候变化响应高敏感区域。进一步,基于概率分布函数从理论角度探讨了位置和尺度参数对发生概率风险的影响与贡献度量,并用于探讨极端降水气候平均态和变率变化对极端降水发生风险的影响,结果显示：位置和尺度参数的增量变化、风险变化率存在着显著的东西部差异,从而导致极端降水发生风险的影响因素存在差异。如中国西部尽管极端降水气候平均态和变率变化幅度不大,但因风险变化率较高,从而导致该区域的发生风险大...     

简谐荷载下单层球面网壳动力失效机理研究

以具有实际工程意义的40m跨度K8型单层球面网壳为研究对象,采用ANSYS程序的Pipe20单元,考察不同矢跨比网壳在不同频率的简谐荷载作用下,随着荷载幅值的逐渐增大,其宏观和微观响应的变化,详细阐述了2类破坏行为的规律,并通过一定规模的参数分析,给出单层球面网壳动力强度破坏判别准则.     

大倾角煤层分层综采再生顶板破断规律研究

针对大倾角厚软煤层下分层安全综采问题,结合淮南矿区潘北煤矿1212（3）大倾角厚软煤层分层综采下分层工作面地质与工程条件,综合运用基于数字散斑、声发射监测与分布式光纤传感技术的物理模拟试验、基于煤系地层赋存禀赋建模技术的数值模拟试验相结合的研究手段,开展了下分层开采再生顶板破断倾向分区演化、再生岩体变形声发射能量与光纤应变响应规律及应力分布特征研究。结果表明：再生顶板破断由其破断岩块滑移、低中位悬臂梁和高位铰接岩梁断裂组成,双梁破断是引起下分层支架失稳的关键所在。下分层中上部双梁破断声发射能量呈高度聚集且持续时间短,光纤感知低位悬臂梁破断且中上部光纤应变峰值高,下分层中上部是支架与再生顶板稳定性控制的重点区域。下分层下部再生顶板破断岩块充填密实且粒径小,是架间与架前岩块漏冒多发区域。下分层再生顶板中形成高应力组成的应力拱,距采空区高度约30 m,双梁破断主要发生在拱内,拱中岩体破断对支架具有一定的冲垮作用。     

铰接隅撑钢框架抗震性能研究

传统抗弯钢框架的梁柱节点通常设计为刚性连接,这种刚性节点具有很大的抗弯刚度,然而节点延性不足,罕遇地震作用导致节点脆性断裂.研究学者提出了多种解决该问题的思路,例如半刚性连接节点、节点加强或削弱方法使塑性铰外移等.本文提出了一种简化的梁柱节点连接方式-铰接连接,改变梁柱节点的传力方式,在节点处设置隅撑提供框架的抗侧刚度...     

2001年四川省雅江-康定6.0级地震烈度考察及发震构造背景雏议

2001年2月23日四川省发生的6.0级地震,其宏观震中位于雅江县与康定县之间的高山峡谷地带．极震区烈度可达Ⅷ 度,Ⅷ 度区、Ⅶ 度区和Ⅵ 度区面积分别为180km2,1472 km2和3998 km2,等震线分布总体形态呈椭圆形,长轴近南北向．震区建筑物普遍受损,极震区山地灾害较为严重．初步分析认为,此次地震的发生与理塘断裂和玉农希断裂的长期活动有关,主干断裂活动造成的地壳应力调整和集中,最终在块体内部的次级断裂上释放而产生地震．