Seismites(地震岩)等术语的概念与名称

seismites,按其字面意思理应翻译成地震岩,即与地震有成因联系或受发震断裂改造、变形的岩石。按发震时地质材料的固结程度与力学性质,地震岩可分为震积岩(地震时尚未固结成岩的含水沙土层,即软沉积物)和脆性断层岩(地震时已经固结成岩的沉积岩、岩浆岩和变质岩)。脆性断层岩包括断层角砾岩、碎裂岩、超碎裂岩、假熔岩和断层泥等。发育由沙土液化形成的软沉积物变形构造的沉积岩,统称为“沙土液化岩”(liquefactites),但是长期以来一直被误译为seismites。大量的研究表明,并不是所有的沙土液化和软沉积物变形都是由地震造成的,也并不是所有地震都能导致沙土液化。只有那些所在区域存在重要发震断层、真正由地震引起的区域性的沙土液化造成的软沉积物发育变形构造的岩层才能称之为震积岩(seismic liquefactites)。震积岩不应再翻译成seismites。零星出现的软沉积物变形构造与沙土液化构造(例如:砂涌丘)不足以作为古地震的证据。     

借助Matlab遗传算法反演火山区压力源参数

首先分析了Mogi模型的经典最小二乘反演由于出现矩阵奇异或接近奇异而发散的局限性,决定采用具有全局高效搜索性和优化计算时不需要求导的遗传算法来反演火山区压力源参数。反演程序调用Matlab7.0 Release14工具箱中的选择、交叉和变异等相关程序。最后应用该程序和长白山天池火山区水准和GPS观测资料联合反演火山区压力源参数,经过比较遗传算法和阻尼最小二乘方法的反演结果,可看出2种方法结果近似,可见此方法方便快捷地实现了目标函数的最小化。     

梅河高速公路隧道稳定性数值模拟

采用有限元方法对梅河高速公路代表性隧道--黄牛坳隧道LK74 613断面围岩的位移和稳定性进行结构计算;结合施工过程进行了LK74 613断面不同位置点的数值分析;动态模拟了该隧洞施工的全过程;对该公路隧道的围岩和支护结构的稳定性进行了合理的分析,为工程设计和施工过程提供了合理的参考.该研究对全线其它隧洞的设计和施工具有一定的参考作用.     

华北克拉通恒山地区晚太古代变质火山岩的地球化学特征及构造意义

对恒山地区出露的变质火山岩开展岩相学、地球化学、锆石U-Pb年代学和Hf同位素研究,旨在确定其形成时代,探讨岩石成因及地球动力学意义。锆石U-Pb定年结果表明,这些变质火山岩喷发于新太古代晚期(2508±20Ma)。地球化学分析结果显示,恒山变质火山岩由变质玄武岩和变质玄武安山岩组成,SiO₂(45.51%～62.67%)、FeO_T (4.43%～15.72%)和MgO (3.75%～8.14%)含量变化幅度大,是幔源岩浆经单斜辉石、角闪石和磁铁矿分离结晶的产物。这些变质火山岩富集轻稀土(LREE)和大离子亲石元素(LILE),亏损重稀土(HREE)和高场强元素(HFSE),具有相对高的Th含量和Th/Yb比值,呈现钙碱性岛弧火山岩的特征。结合不相容元素比值Nb/Yb,Zr/Yb和(Nb/La)_N的特点,推测其来源于俯冲带具流体交代特征的富集地幔源区。结合区域构造背景,推断恒山变质火山岩形成于新太古晚期大陆弧环境。     

阳信洼陷火山活动在层序发育晚期对可容空间的影响

以阳信洼陷下第三系火山层序为例,探讨了火山活动等事件对层序发育晚期可容空间产生与分布的影响.阳信洼陷下第三系火山层序发育的特征及湖退时期的可容空间变化特征表明,火山锥在断陷湖盆中的堆积使得盆地中可容空间演化特征与常见断陷湖盆不同,局部可容空间的分配出现非均一性特征.研究表明,火山锥体使湖退时期可容空间分布复杂化,是可容空间分布呈现非均一性的直接原因.进而丰富了层序地层学的内容.     

Discovery of the granulite xenoliths in Cenozoic volcanic rocks from Hoh Xil,Tibetan plateau

Two-pyroxene granulite and clinopyroxene granulite xenoliths have been recently discovered in the Late Paleogene toNeogene volcanic rocks (with ages in the range of 4.27～44.60 Ma) that outcropped in Hoh Xil, central Tibetan plateau. Based on theelectron microprobe analysis data, the xenoliths provide constraints for the formation equilibrium temperatures of the two-pyroxene gran-ulite being about 783 to 818℃ as determined by two-pyroxene thermometry and the forming pressure of the clinopyroxene granulite beingabout 0.845 to 0.858 GPa that is equivalent to 27.9～28.3 km depth respectively. It indicates that these granulite xenoliths represent thesamples from the middle part of the thickened Tibetan crust. This discovery is important and significant to making further discussion onthe component and thermal regime of the deep crust of the Tibetan plateau.     

Nd isotopic characteristics of Proterozoic metasedimentary rocks and constraints on their provenance in the eastern segment of Central Tianshan Belt, Xinjiang

Sm-Nd isotopic characteristics, εNd(t) values and Nd model ages (TDM) of Proterozoic metasedimentary rocks in the eastern segment of Central Tianshan Belt (ESCTB), Xinjiang, are used to constrain the sedimentary provenance as well as to evaluate their tectonic implications. εNd(t) and TDM values of these samples range from -4.00 to +6.36 and from 1.29 to 2.29 Ga, respectively. These feature values are distinguished from those of Archean Tarim Craton. Their average εNd(t) values of the Weiya, the Kumishi and the south to the Dikar samples are -2.46, +2.06 and +1.37, respectively. Nd model ages of the Weiya samples vary between 1.86 and 2.29 Ga, but those of the Kumishi and the south to the Dikar samples show a significant concentration at 1.6～1.9 Ga and the youngest Nd model age is 1.29 Ga. Those Nd isotopic characteristics suggest that these metasedimentary rocks could be derived from a significant proportion of Paleoproterozoic crustal source and a participation of young arc materials, rather than Archean Tarim Craton. Furthermore, the data also indicate that these two sources were paleogeographically separated. Thus we can deduce that the Kumishi and the south to the Dikar metasedimentary rocks were formed proximal to the arc side of the back-arc basin, but the Weiya metasedimentary rocks were closer to the continental side of the back-arc basin.     

某隧道围岩掉块成因分析

对某隧道为例，应用工程地质学，地质力学的方法对隧道围岩掉块的成因进行了分析，并对围岩的稳定性用赤平投影进行了解析，对围岩的稳定性判断提供了理论和实践依据，指出隧道中的不稳定块体主要为由于不良地质界面和临空面的相互组合形成的不稳定滑塌体。构造体系的型式为岩体的结构组合型式划分提供了依据，据此就可定性的评价岩体的稳定性，除此而外，隧道岩性及其组合，地应力及构造应力的大小和方向也是引起隧道围岩掉块不可忽视的因素。     

岩体复合型裂纹的扩展规律Ⅱ.有水作用条件下

基于最大周向正应力理论，研究并给出有水作用的复合型裂纹在不同应力状态及化学损伤作用下扩展的临界应力强度因子和扩展方向角。分析表明，裂纹水压力对不同受力状态复合裂纹的扩展规律的影响是不同的；化学损伤对岩体应力强度因子和裂纹扩展的方向具有很大影响。