大地电场观测各类干扰源的调研与分析

收集整理大地电场观测的各类干扰及变化原因,通过详尽的调研和相关分析研究,提出其常规干扰变化的识别方法,以及为提高大地电场观测资料的质量而采取的干扰抑制技术,并针对各类干扰源的机理,改进和完善现有的大地电场观测技术,提高资料的稳定性和可靠性。     

亚纯函数微分多项式的一个正规定则

证明了下面两个定理：（1）设n,k≥2为正整数,a为有穷非零复数,F为区域D上的亚纯函数族,F中任一函数的零点重级至少为k．vf,g∈F,fLn（f）与gLn（g）IM分担a．则F在D上正规,其中L（f）为f（k）＋a1f^（k-1）＋…＋akf,这里a1,…,ak为常数．（2）设n,k为正整数,且n≥2,a为有穷非零复数,F为区域D上的亚纯函数族,F中任一函数的零点重级至少为k,且fLn（f（z））=a能够推出｜f^（k）（z）｜≤A,其中A为正数,则F在区域D上正规．     

FRICTIONAL SLIDING OF PLAGIOCLASE GOUGE UNDER LOWER-CRUST TEMPERATURE AND RELATIVELY LOW EFFECTIVE NORMAL STRESS

The discovery of tremors on the lower crust portion of the San Andreas Fault has attracted more attention on the mechanical properties of the lower crust in recent years, and some experimental studies have been carried out to understand the mechanical behavior. Previous experiments under effective normal stresses of 200MPa have shown that pyroxene and plagioclase mineral separated from the gabbro and their mixtures all show velocity weakening in the lower-crust temperature range, which results in unstable slip when frictional sliding is the dominant deformation mechanism. This work is to examine whether the velocity-weakening behavior of plagioclase gouge also applies to relatively lower effective normal stress. Our experiments were performed under effective normal stress of about 100MPa, with a constant confining pressure control, with pore pressure of 30MPa and temperature of 100℃ to 600℃. We found that the frictional sliding of plagioclase are basically the same with the previous results obtained under effective normal stress of 200MPa, both of which show velocity weakening over the entire temperature range. The only difference is the out-of-trend drop of constitutive parameter a at 600℃ for the lower effective normal stress of 100MPa. It is thus concluded that reducing the effective normal stress has little effect on the sliding stability of plagioclase, and the previous conclusion made for mechanical behavior of the lower crust that unstable slips are possible therein also applies to the lower effective normal stress of 100MPa.     

科尔沁沙地固定沙丘土壤水体积分数变化

利用2006-2009年5-9月科尔沁沙地固定沙丘0~150 cm土壤水体积分数监测数据及降水资料,采用偏度、峰度检验法检验了固定沙丘不同月及不同土层土壤水体积分数的正态性,并得到了其正态分布相关参数的估计值及其置信区间;同时,对不同土层、不同月及不同年间的土壤水体积分数变化和差异进行了分析。结果表明:(1)固定沙丘同一月的土壤水体积分数以显著性水平α=0.1通过正态分布的假设检验;固定沙丘土壤水体积分数的平均值范围1.82%~4.95%,主要集中在2%~4%;(2)受降水影响,固定沙丘7月土壤水体积分数较高,且与其他月的差异显著;7月土壤水体积分数均值和方差的点估计及置信水平为0.95的置信区间、统计特征均与其他月的有较大差异;(3)固定沙丘0~10 cm土壤水体积分数较低,且与其他土层有显著差异;而10~30 cm土壤水体积分数较高;(4)2008年土壤水体积分数较低,而2009年土壤水体积分数较高;除2007年与2008年土壤水体积分数没有显著差异外,其余年份间的土壤水体积分数均有显著差异。     

鄂东黄石地区三叠纪岩层中发育的重力滑动构造——重力不稳定性在控制构造变形和地质灾害过程中的作用

位于湖北省东部黄石地区制图尺度的近东西向黄荆山向斜和桐梓堡背斜是在印支期造山作用时形成的,主要由古生代及三叠纪沉积岩层序列组成。其中的下、中三叠统包括页岩、泥灰岩、石灰岩、白云质灰岩和白云岩等层状岩系。从构造地质学的观点出发,由下而上可划分为3个力学分层单位或组合,相互间存在有不同的黏度比或相对强度。在大型褶皱翼部,发育一系列中小型褶皱(其振幅从几米至上百米),如屋顶和墙壁状构造、膝状褶皱、平卧褶皱、翻转及叠褶构造等,覆于层理面及低缓角度正断层面之上。详细的三维空间构造解析指出,这些复杂的中小型构造产状和组合样式,与通常的寄生牵引褶皱和大的褶皱关系是相反的,即上层的相对运动或流动指向向斜的槽部,显示重力导致的滑动构造特征。这种滑动构造只是一类继发性的独立构造现象,可以解释为是在重力不稳定性影响下,部分沉积岩层沿着先存的倾斜层理面或拆离剪切带向下坡有限滑动的结果。所发育的特征性构造取决于涉及的岩层及力学分层单位的能干性或相对强度。在大型褶皱翼部岩层向下滑动的尺度、速度及可行性,与层理面的倾斜度及拆离带的厚度、黏度等因素相关。类似的重力滑动构造在中上扬子地区的沉积岩层中常可观察到,同时,地表的滑坡、岩崩及山体垮塌...     

MISCELLANY

The geomorphic sciences will continue to be dynamic in the coming decade. Among other developments, there is a trend toward increased dependence on field reserch, more realistic expectations from reserch tools, a resurgence of interest in man-land relations with a renewed dependence on the historical approach, a reinvestigation of morphogenetic regions, study of planetary surfaces other than earth's, and involvement with applied problems, as well as cooperation and collaboration with scientists in related fields. The greatest need is the development of connections between academic and nonacademic geographers at all levels.     

Centrifuge modeling of buried continuous pipelines subjected to normal faulting

Seismic ground faulting is the greatest hazard for continuous buried pipelines.Over the years,researchers have attempted to understand pipeline behavior mostly via numerical modeling such as the finite element method.The lack of well-documented field case histories of pipeline failure from seismic ground faulting and the cost and complicated facilities needed for full-scale experimental simulation mean that a centrifuge-based method to determine the behavior of pipelines subjected to faulting is best to verify numerical approaches.This paper presents results from three centrifuge tests designed to investigate continuous buried steel pipeline behavior subjected to normal faulting.The experimental setup and procedure are described and the recorded axial and bending strains induced in a pipeline are presented and compared to those obtained via analytical methods.The influence of factors such as faulting offset,burial depth and pipe diameter on the axial and bending strains of pipes and on ground soil failure and pipeline deformation patterns are also investigated.Finally,the tensile rupture of a pipeline due to normal faulting is investigated.     

枪马金矿金品位统计分布特征及其地质意义

地质变量的变化与地质体的特征密切相关,通过地质变量的研究可以揭示地质体某一特征的规律性。多次地质事件的数理统计特征表现为多个总体叠加的混合分布,因此通过研究混合分布和单一分布的特征,对矿床的矿化成因、矿化过程和矿化特征认识有指导意义。研究发现,枪马金矿的金品位主要由2个对数正态分布总体叠加而成,并对应于本区2次主要的成矿事件。对金的特征参数垂直空间上的研究表明,金矿化强度向深部逐渐增高,深部找矿远景很大。     

益阳市似大地水准面精化成果分析

利用重力场模型、数字高程模型、水准测量成果和GPS技术,采用重力法与移去恢复技术,分析和研究了益阳城区似大地水准面精化获取的技术和方法,并对获取的似大地水准面进行了精度评定。     

海口ZK26井多层位水温对比观测

在系统清理海口ZK26井3个不同层位(-153 m、-336 m、-510 m)近10年观测资料对比的基础上,对比单井多层位水温动态多年趋势、年、月、日动态类型,并对其不同动态类型的成因及影响因素进行分析.对比观测结果表明,海口ZK26井不同层位的水温表现出不同的正常动态特征,与观测层位的水文条件、水力性质有着密切的联...