粗差验后方差的无偏估计与最优稳健估计

在正态粗差假设下导出了粗差验后方差的无偏估计,对误差工膨胀模型和误差均值移动模型,两者的无偏估计公式是相同的。这证明了李德仁验后方差的朱建军方差不是无偏的。由于偏方定义的彭方法是正态粗差假设下的最优稳健估计。     

Segmentations of active normal dip-slip faults around ordos block according to their surface ruptures in historical strong earthquakes

IntroductionThe downfaulted system around Ordos block is a typical area in China, in which active normal dip-slip or strike-slip faults with normal dip-slip faults developed, and is also an area in which historical strong earthquakes actively occurred. According to historical records, there were ten strong earthquakes with M(7 occurred during past 1 500 years, including 4 M=8 earthquakes. Study on these historical large earthquakes in the area will be helpful to recognize segmentation charac…     

海洋局域地磁正常场勒让德多项式模型的建立

研究了利用勒让德多项式构建局部海域地磁正常场模型的方法,给出了一种趋势面地磁数据滤波方法和模型截止阶数的确定方法,研究和分析了参与建模的地磁总强度数据的代表性和密度对地磁正常场模型精度的影响,最后提出了一种分区建模的思想.试验表明分区建模相对整体建模具有较高的精度.     

橄榄岩中尖晶石的氧同位素继承性与晶体结构转变

根据激光探针分析含尖晶石橄榄石中矿物的氧同位素组成,反应增量法计算矿物对氧同位素分馏曲线,得到正尖晶石－矿物对氧同位素温度高于含尖晶石橄榄岩的相平衡温度,而用反尖晶石－矿物的对计算的氧同位素温度则很接近含尖晶石橄榄岩的相平衡温度,较为合理,因此地幔橄榄岩中镁铝尖晶石的氧同位素组成继承了其母体反尖晶石特征,即与橄榄石,单斜辉石和斜方辉石平衡的是反结构尖晶石,在其发生相变作用变成正结构尖晶石时未发生氧     

塔里木盆地吐木休克构造带断裂构造分析

吐木休克断裂位于塔里木盆地西部,是一条大型基底卷入型断裂构造带,构成塔里木盆地次级构造单元阿瓦提凹陷和巴楚断隆的分界。根据系统的地震资料解释,可以将吐木休克断裂分为西段、中段和东段3部分,各段构造特征有所差异。西段,为单一的基底卷入型高角度逆冲断层,倾向巴楚断隆; 中段,除倾向巴楚断隆的主冲断层外,倾向相反的反冲断层越来越清晰,楔状冲断构造的轮廓逐渐显现出来。同时,在断层上盘还发育第四纪正断层; 东段,倾向巴楚断隆的主冲断层,向上断至中寒武统,未断开中寒武统以上的地层,其冲断位移量完全为倾向阿瓦提凹陷的反冲断层所吸收,形成典型的楔状冲断构造。根据地震资料解释,认为吐木休克断裂带主要存在两期断裂构造:深部高角度基底卷入型逆冲断裂带和其上叠加的浅部正断层。前者形成于库车组沉积前,在库车组沉积期间持续活动,并在新近纪晚期定型; 后者是本次研究首次发现的,形成于第四纪早中期,仅发育在吐木休克断裂带的中部。     

拉斯曼丘陵新生代剥露作用的裂变径迹证据

在西南极和横贯南极山脉地区,新生代裂谷和剥露作用非常普遍。但是,文献中很少记录东南极地区的新生代剥露作用。文中根据东南极普里兹湾拉斯曼丘陵地质样品的磷灰石裂变径迹年龄和热历史的模拟,认为在东南极海岸边缘存在新生代的隆升和伸展作用,其年龄为始于(49.8±12)Ma。该年龄略晚于西南极裂谷系的启动年龄(约60~50Ma)。由于差异隆升作用,在拉斯曼丘陵地区发育了更新的正断层作用——拉斯曼丘陵拆离断层的新活动,其年龄为约5.4Ma。东南极周缘新生代裂谷和伸展作用的普遍存在,是冈瓦纳裂解以来大陆分离和印度洋形成的结果。     

Geologic and geochemical study of the Picacho gold mine, California: gold in a low-angle normal fault environment

The Picacho gold deposit, located in southeasternmost California, is a low-grade gold deposit in a nearly flat-lying denudational fault of regional extent and probable Oligocene age. The deposit is hosted by intensely fractured and faulted Mesozoic leucogranite and by chloritic augen gneiss and schist, and is overlain unconformably and in fault contact by unmineralized late Oligocene Quechan volcanic rocks. The deposit is structurally characterized by normal and normal-oblique faults of low to high dip at shallow depths in the mine, merging downward with a synchronous, low-dipping ore-stage extensional fault system (the Chocolate Mountains/Gatuna Fault) of probable Oligocene age in deeper portions of the deposit. The fault system was infiltrated during much of its active life by hot, dilute, highly exchanged meteoric water having temperatures of 170°–210° C, salinity <2 wt% NaCl equivalent and calculated δ¹⁸O_fluid between −2.6‰ and 5.2‰. This main-stage fluid precipitated quartz, pyrite, and specular hematite, accompanied by silicification and sericitization. Auriferous ore-stage pyrite was precipitated late in the fault evolution probably by mixing of reducing ore fluid with relatively oxidized main-stage fluid during regional Oligocene extension on the Chocolate Mountains/Gatuna Fault. The Picacho deposit is characterized by a gold–arsenic–antimony geochemical signature consistent with bisulfide complexing of gold in reducing fluid, in contrast with typical denudation fault-hosted base-metal-rich deposits associated with high-salinity fluids elsewhere in the southwestern United States. The deposit is overprinted by Miocene normal faults having a wide range of dips. These postore faults are associated with red earthy hematite precipitation, pyrite oxidation, and supergene enrichment of gold. Editorial handling: L. Meinert     

基于原生裂隙重张试验确定围岩块体边界法向应力分布规律研究

由于地下工程处于一定水平的地应力环境中,块体边界法向应力概化的正确与否直接关系到块体的稳定性分析结果,现通过实测途径确定块体边界法向应力的研究还较少。基于大型地下厂房块体稳定性分析,通过在块体范围及邻区不同方向布置多个钻孔,首次将原生裂隙重张试验引入到块体边界法向应力的测定,对开挖后与块体主要边界产状相近的所有原生裂隙的法向应力进行了测试,成功取得了块体边界上的法向应力状态及其空间变化规律。研究结果表明：洞室开挖完成后,块体边界应力分布不均匀,但具一定规律,垂直向表现为从浅部到深部结构面的法向应力依次增大,在水平向上,随与洞室开挖面距离的增大而增大;结构面的法向应力实测值稍小于基于围岩应力的估算值,但总体一致。该成果可为确定围岩块体的边界力学状态和应力模型简化提供参考和依据。