赤铁矿与磁铁矿混合比例对磁性参数的影响

本文通过将磁铁矿与赤铁矿进行人工混合,其中磁铁矿含量固定为0.3%,而赤铁矿含量则变化于0%～9%,并根据磁铁矿颗粒大小分为两个系列(纳米级磁铁矿+赤铁矿,系列1;假单畴磁铁矿+赤铁矿,系列2),探讨了磁性参数对上述磁性矿物混合比例的响应关系,结果显示:退磁参数S比值和Hcr/Hc不仅与磁铁矿和赤铁矿混合比例相关,同时也受到磁铁矿颗粒大小的影响,对于系列1而言,S比值对赤铁矿含量小于2%的混合样品较敏感,随着赤铁矿含量增加显著下降;Hcr/Hc则在赤铁矿含量大于3%时变化较大,通常用于指示亚铁磁性矿物颗粒大小的参数XARM/X与XARM/SIRM,也受到磁铁矿与赤铁矿混合比例的影响,对于磁铁矿颗粒较细的系列1而言,当赤铁矿含量小于3%时,XARM/SIRM随着赤铁矿含量增加存在较为显著的下降现象,上述结果表明,当使用磁性参数进行环境解释时,需要同时考虑磁性矿物颗粒大小以及不同矫顽力矿物混合比例的影响,特别是磁铁矿以超顺磁颗粒为主的样品.     

Experimental assessment and prediction of temporal scour depth around a spur dike

Spur dikes are river training structures that have been extensively used worldwide for towards enhancing flood control and the stability of embankments and riverbanks.However,scour around spur dikes can be a major problem affecting their stability and hydraulic performance.The precise computation of temporal scour depth at spur dikes is very important for the design of economical and safe spur dikes.This study focuses on experimentally assessing the temporal variation of scour depth around a vertical wall spur dike and identifying the parameters,which mostly influence spur dike performance for a channel bed surface comprised of sand-gravel mixtures.In the current study,the authors did physical experiments in a flume based study to obtain new data,aimed at deriving a new predictive model for spur dike scour and comparing its performance to others found in the literature.It was found that the dimensionless temporal scour depth variation increases with an increase in(i)the threshold velocity ratio,(ii)the densimetric Froude number of the bed surface sediment mixture,(iii)the flow shallowness(defined as the ratio of the approach flow depth,y,to the spur dike’s transverse length,l),and(iv)the flow depth-particle size ratio.It is also concluded that the temporal scour depth variation in the sediment mixture is influenced by the non-uniformity of sediment and decreases with an increase in the non-uniformity of the sediment mixture.A new mathematical model is derived for the estimation of temporal scour depths in sand-gravel sediment mixtures.The proposed equation has been calibrated and validated with the experimental data,demonstrating a good predictive capacity for the estimation of temporal scour depth evolution.     

岫岩5.4级地震前后拐角频率比的变化特征

本文在利用多台研究1999年11月29日和2000年1月12日发生在辽宁岫岩Ms5.4级和5.1级地震前拐角频率比随时间变化的基础上,对岫岩、营口、苏家屯、丹东、宽甸、北镇、新民单台记录的纵横波拐角频率比fcp/fcs做了比较详细的波谱分析。结果表明:在震中距小于200 km以内的不同方向的台站,记录到的地震波拐角频率比值在5.4级前和后均出现不同程度的异常显示,能够捕捉到一些带有短临性质的信息,不过,距震中较远的台站,地震波拐角频率比值在震前异常不如近台明显,表明不同距离的台站,记录的地震拐角频率比值存在着差异。     

Detection of dryland degradation using Landsat spectral unmixing remote sensing with syndrome concept in Minqin County,China

This study was to detect dryland degradation coupling linear spectral unmixing model of Landsat images with syndrome concept in temperate dryland system, Minqin, China. The phenological contrast and complementation between green vegetation fraction in summer, sandland fraction and saline land fraction in spring, was firstly structured to quantify degradation characteristics by simple correlation analysis with ground data. The spatiotemporal patterns of the three degradation indicators were interpreted with the help “dust bowl” syndrome, qualitatively deciphered the degradation causal clusters, loops and important consequences in the study area. The results indicate water-using and distribution pattern was changed, agricultural intensity and productivity increased, salinization lessened in oasis, whereas sandification risk heightened. This approach developed in this study, has the potentially broad applicability, for dryland system monitoring and modelling.     

Stratified spectral mixture analysis of medium resolution imagery for impervious surface mapping

Linear spectral mixture analysis (LSMA) is widely employed in impervious surface estimation, especially for estimating impervious surface abundance in medium spatial resolution images. However, it suffers from a difficulty in endmember selection due to within-class spectral variability and the variation in the number and the type of endmember classes contained from pixel to pixel, which may lead to over or under estimation of impervious surface. Stratification is considered as a promising process to address the problem. This paper presents a stratified spectral mixture analysis in spectral domain (Sp_SSMA) for impervious surface mapping. It categorizes the entire data into three groups based on the Combinational Build-up Index (CBI), the intensity component in the color space and the Normalized Difference Vegetation Index (NDVI) values. A suitable endmember model is developed for each group to accommodate the spectral variation from group to group. The unmixing into the associated subset (or full set) of endmembers in each group can make the unmixing adaptive to the types of endmember classes that each pixel actually contains. Results indicate that the Sp_SSMA method achieves a better performance than full-set-endmember SMA and prior-knowledge-based spectral mixture analysis (PKSMA) in terms of R, RMSE and SE.     

椭球面上混合基线图形的缓冲区和等比例线问题

分析基于海洋基线的一般图形状况下,既适合国家法定且公布的各"直线基线"情况,又适合国家法定且公布的各"正常基线"情况的缓冲区和等比例线问题.指出在地球椭球上计算它们的复杂性,概括在这一困难工作上技术现状,分析流行的WL＆WT方法在这一工作上的不足,最后,介绍地图代数相应算例.     

基于软硬石模板库的土石混合体细观损伤与力学特性分析

为了探究含软、硬两种岩性碎块石土石混合体的变形破坏过程与力学性质,发展了一种基于软硬石模板库的土石混合体建模方法。通过在PFC2D中建立符合原位结构特征的软硬石模板库,利用此模板库生成了不同含石量土石混合体颗粒流模型,对土石混合体进行了单轴压缩颗粒流模拟。结果表明：土石混合体破坏始于土-石接触面,土石介质分离大多因剪切破坏导致,加载前期微裂纹迅速增长,中、后期微裂纹增长速率减缓,但宏观变形渐趋显著;随着含石量的增加,土石混合体单轴抗压强度逐渐降低,块石的转动与侧向移动会加剧土石混合体的整体破坏;相同含石量下,随着软石比例的增加,单轴抗压强度呈下降趋势,试验后试样破裂率与单个软石颗粒的破裂程度均保持在较高水平,软石颗粒破裂是引起土石混合体单轴抗压强度降低的重要原因。     

橡胶砂弹性动力学参数的弯曲-伸缩元试验研究

橡胶砂作为一种廉价环保的土工材料,应用前景十分广阔,关于其力学特性的研究具有重要意义。采用弯曲–伸缩元法对橡胶砂进行了剪切波和压缩波联合测试,分别采用离散频率扫描法和初达波法确定了剪切波和压缩波的传播时间,进而得到其弹性动力学参数:初始剪切模量、侧限模量和泊松比,分析了橡胶含量和围压对橡胶砂弹性动力学参数的影响。结果表明:在同样围压下,随着橡胶含量的增加,橡胶砂初始剪切模量和侧限模量逐渐减小,初始泊松比逐渐增大;在同样橡胶含量下,随着围压的增大,橡胶砂初始剪切模量和侧限模量逐渐增大,初始泊松比逐渐减小。最后,在此基础上进行了两种因素耦合效应的分析以及相关力学机制的探讨。     

甘肃舟曲江顶崖滑坡成因分析与综合治理措施

大型土石混合体滑坡是一类受工程地质条件、降水或地震等多种因素影响的滑坡类型,研究其滑坡成因及治理方法对防灾减灾、保障人民生命财产安全具有重要意义。本文以舟曲县江顶崖滑坡为例,通过历史资料调研和现场地质勘察、数值模拟等手段,对该滑坡的成因和稳定性进行详细分析,并提出相应的综合治理措施。结果表明:该滑坡的地形地貌、松散的岩土体是引发滑坡的内在因素,而连续降雨以及江水对滑坡前缘冲刷是滑坡失稳的外在因素。在对滑坡成因分析的基础上,通过改进抗滑桩护壁结构、率先应用装配式框架支护,结合坡面裂缝整治工程等综合治理措施有效地控制住了该滑坡的变形。该滑坡的综合治理措施可为类似的高大边坡工程以及大型土石混合体滑坡治理提供参考。