白沙口潮汐电站前海区泥沙冲淤规律及防淤对策的研究

白沙口潮汐电站的淤沙问题在1972年就由中国科学院海洋研究所与山东省水文总站合作进行了研究,并于1974年提出了研究结果和淤沙防治措施的建议。但由于某些原因有关建议未能得以实施。近几年来淤沙又有发展,严重威胁着潮汐电站(图1)的寿命。1983年9月国家科委海洋专业组与山东省科委决定对白沙口电站的淤沙问题开展进一步的研究。解决洄淤问题,不仅是白沙口潮汐电站的迫切任务,而且对开发我国潮汐资源也有着重要的意义。本文根据此项研究的成果撰写,主要阐明电站泥沙运动的基本规律,在此基础上提出防治措施的建议。     

我国海洋底栖猛水蚤目两个新记录种

通过对2008 年5 月在江苏平岛潮间带采集的砂质沉积物进行离心提取, 经形态分类学方法 鉴定发现底栖猛水蚤目两个新记录种, 濑户叶足猛水蚤Phyllopodopsyllus setouchiensis Kitazima, 1981 和扎哈美猛水蚤 Ameira zahaae Karanovic & Cho, 2012, 分别隶属于矩头猛水蚤科 Tetragonicipitidae Lang, 1948 和美猛水蚤科 Ameiridae Boeck, 1865.其中, 濑户叶足猛水蚤目前仅在 砂质潮间带环境中发现。扎哈美猛水蚤与韩国海域发现的种形态基本一致。     

西藏羌北地区石炭纪地层的发现

西藏羌北地区从未发现过有可靠化石依据的石炭纪地层。在西藏1∶25万玛依岗日幅区域地质调查中,于原侏罗系分布区内,发现了一套厚度大于298·05m的以碳酸盐岩为主夹碎屑岩地层。碳酸盐岩中含丰富的Eostaffella、Pseudoendothyra、Milleralla、Ozawainella、Pseudostaffella、Profusulinella、Fusulina、Fusulinella、Triticites、Protricites等,属于典型的石炭纪分子。虽未见顶、底,但它是羌北地层分区的唯一一处有可靠化石依据的石炭纪地层,故建立瓦垄山组(C1-2w)。     

福建三明吉口矿区推覆构造特征与控煤作用

根据矿区勘查和推覆构造研究资料,论述三明吉口矿区煤矿推覆构造特征与控煤作用,认为区内煤系地层为受推覆构造影响的“外来岩系”。以卷入地层及相关的岩体时代分析,认为区内拆离构造和推覆构造分别形成于印支期与燕山早期。     

Continental subduction and exhumation of UHP rocks. Structural and geochronological insights from the Dabieshan (East China)

In the Dabieshan, the available models for exhumation of ultrahigh-pressure (UHP) rocks are poorly constrained by structural data. A comprehensive structural and kinematic map and a general cross-section of the Dabieshan including its foreland fold belt and the Northern Dabieshan Domain (Foziling and Luzenguang groups) are presented here. South Dabieshan consists from bottom to top of stacked allochtons: (1) an amphibolite facies gneissic unit, devoid of UHP rocks, interpreted here as the relative autochton; (2) an UHP allochton; (3) a HP rock unit (Susong group) mostly retrogressed into greenschist facies micaschists; (4) a weakly metamorphosed Proterozoic slate and sandstone unit; and (5) an unmetamorphosed Cambrian to Early Triassic sedimentary sequence unconformably covered by Jurassic sandstone. All these units exhibit a polyphase ductile deformation characterized by (i) a NW–SE lineation with a top-to-the-NW shearing, and (ii) a southward refolding of early ductile fabrics.

The Central Dabieshan is a 100-km scale migmatitic dome. Newly discovered eclogite xenoliths in a Cretaceous granitoid dated at 102 Ma by the U–Pb method on titanite demonstrate that migmatization post-dates HP–UHP metamorphism. Ductile faults formed in the subsolidus state coeval to migmatization allow us to characterize the structural pattern of doming. Along the dome margins, migmatite is gneissified under post-solidus conditions and mylonitic–ultramylonitic fabrics commonly develop. The north and west boundaries of the Central Dabieshan metamorphics, i.e. the Xiaotian–Mozitan and Macheng faults, are ductile normal faults formed before Late Jurassic–Early Cretaceous. A Cretaceous reworking is recorded by synkinematic plutons.

North of the Xiaotian–Mozitan fault, the North Dabieshan Domain consists of metasediments and orthogneiss (Foziling and Luzenguang groups) metamorphosed under greenschist to amphibolite facies which never experienced UHP metamorphism. A rare N–S-trending lineation with top-to-the-south shearing is dated at 260 Ma by the ⁴⁰Ar/³⁹Ar method on muscovite. This early structure related to compressional tectonics is reworked by top-to-the-north extensional shear bands.

The main deformation of the Dabieshan consists of a NW–SE-stretching lineation which wraps around the migmatitic dome but exhibits a consistently top-to-the-NW sense of shear. The Central Dabieshan is interpreted as an extensional migmatitic dome bounded by an arched, top-to-the-NW, detachment fault. This structure may account for a part of the UHP rock exhumation. However, the abundance of amphibolite restites in the Central Dabieshan migmatites and the scarcity of eclogites (found only in a few places) argue for an early stage of exhumation and retrogression of UHP rocks before migmatization. This event is coeval to the N–S extensional structures described in the North Dabieshan Domain. Recent radiometric dates suggest that early exhumation and subsequent migmatization occurred in Triassic–Liassic times. The main foliation is deformed by north-verging recumbent folds coeval to the south-verging folds of the South Dabieshan Domain. An intense Cretaceous magmatism accounts for thermal resetting of most of the ⁴⁰Ar/³⁹Ar dates.

A lithosphere-scale exhumation model, involving continental subduction, synconvergence extension with inversion of southward thrusts into NW-ward normal faults and crustal melting is presented.     

鄂尔多斯盆地北部东胜地区侏罗系—白垩系钻孔数据库与三维地质模型

随着砂岩型铀矿找矿工作的进一步开展,其对以往钻孔资料集成应用的需求尤为迫切。在煤田钻孔资料“二次开发利用”和“煤铀兼探”新方法、新思路的指导下,通过采集东胜地区钻孔资料属性数据,按照统一的标准和要求,将煤田、铀矿等类型的重要钻孔资料,通过整理、扫描、数据类型转换、录入和集成,建成了东胜地区侏罗系—白垩系综合钻孔数据库,实现了对多源钻孔数据的统一管理。该数据库共包含3个Access数据库和相应的成果图件。每个Access数据库均包含钻孔基本信息表、综合柱状分层表、岩性描述分层表、地层名称及代号表、地层颜色表、测井曲线数据表、测井曲线配置表和钻孔弯曲度测量数据表等8张数据表,分别详细记录了地质编录岩性信息、地层分层信息、岩石颜色信息、测井曲线信息、水文分层信息、钻孔样品采样信息、弯曲度测量信息等。通过应用实践,该钻孔数据库成果可实现连井剖面、含煤含铀目的层的顶底板标高、地层等厚图、砂体等厚图及含砂率图等重要基础地质图件的快速生成,从而提高数据的使用效率并为铀矿勘查及研究工作提供重要数据基础。     

CaCl_2对KAlSi_3O_8-CaSO_4-CaCO_3反应体系的影响研究

通过CaCl2添加剂对KAlSi3O8-CaSO4-CaCO3体系研究反应温度和反应时间的影响研究,结果表明:随着CaCl2加入量的增多,体系的反应温度下降,反应时间缩短,当CaCl2的加入量为10%时,反应温度可降至1000℃,反应时间降至25min,此时KAlSi3O8的转化率仍可高达83.24%。研究CaCl2的加入对KAlSi3O8-CaSO4-CaCO3反应体系动力学过程的影响,得出反应体系符合金斯特林格动力学方程:FK(G)=1-2/3G-(1-G)2/3=KKt,反应受扩散过程控制,计算出当CaCl2的加入量为10%时,体系的表观活化能可从原来的128.921kJ/mol下降至58.320kJ/mol。     

Similarity quantification of soil parametric data and sites using confidence ellipses

This paper presents a confidence ellipse-based method to evaluate the similarity of soil parametric data using the database from the site investigation reports.Then,the obtained similarity assessment results of parametric data are used to further estimate the site similarity via two proposed strategies,namely the mean and weighted mean approaches.The former referred to the average of parametric data similarity degrees,while the latter was the weighted average,and the weight was calculated using the coefficient of variation(COV)of each parameter.For illustration,the liquidity index(LI)dataset was firstly used to explore the performance of the presented method in the evaluation of parametric data similarity.Subsequently,the site similarity was assessed and the effects of numbers and weights of selected parameters for study were systematically studied.Lastly,the transformation models about the relationships between Cc and x as well as between Cc and e0 were constructed to illustrate the application of the similarity analysis in reduction of transformation uncertainty.Results show that the greatest site similarity degree is at about 0.76 in this study,and the maximum decrease of transformation uncertainty can reach up to 18%and 25.5%as union parametric data similarity degree increases.Moreover,the site similarity degree represents the whole similarity between two different sites,and the presented union parameter similarity degree maintains a good agreement with transformation uncertainty.     

基底滑脱层分布对褶皱冲断带变形影响的物理模拟研究：以塔西南西昆仑山前褶皱冲断带为例

针对塔西南西昆仑山前基底寒武系膏盐层的分布情况, 采用物理模拟研究方法,设计了研究基底滑脱层的分布对褶皱
冲断带影响的两组实验。实验结果表明：基底滑脱层的分布对构造变形样式的发育及变形前锋的传播有重要的控制作用。
具体表现为在基底寒武系膏盐层分布靠近山前的苏盖特地区变形整体表现为滑脱式的宽缓箱状褶皱的发育;寒武系膏盐层
分布较远离山前的柯东地区在缺失寒武系膏盐层的山前地区,表现为叠瓦状逆冲断层的发育,形成断层相关的紧闭褶皱,
往北有寒武系膏盐层发育的固满地区才发育较大型的箱状背斜。实验过程中苏盖特地区的变形前锋往前陆方向传播得更快
更远,而柯东地区变形前锋往前陆方向传播得较慢较近,从而在变形过程中二者的变形前锋容易出现一个“Z”字形转折。     

混凝土徐变对抗滑桩结构的影响分析

混凝土徐变作用能够增大桩身弯曲变形,占用设计冗余。增大受拉侧混凝土裂缝宽度,降低结构耐久性。由于抗滑桩嵌固段属于隐蔽工程,无法及时发现此类问题,故将会对防治工程造成安全隐患。本文采用在抗滑桩埋设应变计,定期监测桩身应变数值的方法,研究了悬臂式抗滑桩在成桩后至一定时期内的实际受力变形情况。特别是对工程运行初期混凝土徐变作用下的桩身变形情况,进行了分析与总结,最后提出了抗滑桩设计时注意事项。