The age and tectonic setting of the Lukinda dunite-gabbro-anorthosite massif in the east of the Selenga-Stanovoi superterrane,Central Asian Fold Belt

Results of integrated ⁴⁰Ar/³⁹Ar, Rb-Sr, and Sm-Nd geochronological studies of the Lukinda dunite-troctolite-gabbro-anorthosite massif in the northeast of the Selenga-Stanovoi superterrane, Central Asian Fold Belt, are presented. It is shown that this massif is much younger than formerly thought: 249 ± 14 to 251 ± 15 Ma vs. Paleoproterozoic. This date of magmatism corresponds to one of the stages of the formation of the Selenga-Vitim belt, which ranks among the largest Phanerozoic volcanoplutonic belts in Central Asia.     

论扬子地块西缘元古宙铁氧化物铜金型矿床与大地构造演化

探讨和总结了扬子地块西缘大地构造演化、元古宙重大构造-岩浆事件与铁氧化物铜金型(IOCG)矿床关系,以促进对深部隐伏IOCG矿床勘查和新技术研发。在新太古界-古元古界小溜口岩组顶部和不整合面之下,含矿层状-似层状碱性方解石钠长石岩中锆石SHRIMP U-Pb年龄为2520±14 Ma,这种似层状铜矿床和其上不整合面型Cu-Co-AuAg-REE-Fe矿体,以云南东川因民铁铜矿床深部小溜口岩组中铜矿床为代表。总体上,IOCG矿床与扬子地块大地构造演化之间关系为:(1)扬子地块于东川运动(中条运动/Hudsonian Orogeny,1800 Ma)形成了陆壳基底。在中元古代初期(1700±50 Ma)发生了地幔热物质上涌侵位的构造-岩浆事件,导致古扬子地块发生裂解并形成裂谷构造和大陆裂谷盆地。在近东西向大陆裂谷盆地发育初期,构造动力学特征为火山地堑式断陷成盆。在碱性铁钠质基性岩、铁钾质粗面岩和铁质辉绿辉长岩形成过程中,形成了第一期IOCG矿床成岩成矿高峰期(1650±50 Ma),以云南大红山IOCG矿床为代表。(2)在裂谷盆地成熟发育期,构造动力学特征为裂陷沉降成盆。因民期和黑山期两次地幔热物质上涌侵位,导致了构造-岩浆-成岩成矿事件发生。在铁钠质基性火山岩、铁钾质粗面岩、水下火成碳酸岩、火山喷溢-火山热水喷流沉积相等形成过程中,形成了第二期IOCG矿床的成岩成矿高峰期(1500±50 Ma),以云南迤纳厂IOCG矿床为代表。(3)在小黑箐运动/满银沟运动(格林威尔造山期,1000 Ma±),扬子地块南缘形成了近南北向洋壳俯冲和陆缘侧向挤压收缩体制,碱性铁质辉长岩-辉绿岩体上涌侵位,伴随同构造期脆韧性剪切带形成和沉积盆地构造反转,形成区域性不整合面(小黑箐运动/满银沟运动)和后期沉积型-火山沉积型铁矿床,为IOCG矿床第三期成岩成矿高峰期(1000±100 Ma)。以白锡腊深部和新塘IOCG矿床为代表,形成IOCG矿床和IOCG矿床的叠加成岩成矿。(4)晋宁-澄江期为多重构造体制耦合与转换格局,扬子地块内部和陆缘具有造山带-沉积盆地-深部地幔柱上涌侵位,深部地幔柱上涌侵位形成的碱性铁质辉长岩具有OIB源区特征,形成了第四期IOCG矿床的成岩成矿高峰期(800±50 Ma),以四川拉拉IOCG矿床受碱性铁质辉长岩侵位与叠加成岩成矿为代表。在澄江期"盆→山"耦合与转换,IOCG矿床和东川型铜矿中进一步发生了盆地流体叠加改造富集(810~700 Ma)。     

An approximation to the reliability of series geotechnical systems using a linearization approach

A method based on the linearization of the limit state functions (LSFs) is applied to evaluate the reliability of series geotechnical systems. The approach only needs information provided by first order reliability method (FORM) results: the vector of reliability indices, β, of the LSFs composing the system; and their correlation matrix, R. Two common geotechnical problems—the stability of a slope in layered soil and a circular tunnel in rock—are employed to demonstrate the simplicity, accuracy and efficiency of the suggested procedure, and advantages of the linearization approach with respect to alternative computational tools are discussed. It is also found that, if necessary, the second order reliability method (SORM)—that approximates the true LSF better than FORM—can be employed to compute better estimations of the system’s reliability.     

海域使用权立体分层设立若干问题探究

海域使用权立体分层设权是国家鼓励探索的一种用海新模式,海域空间的立体化开发利用已成必然趋势,但海域管理领域真正涉及海域使用权立体分层管理机制的系统性研究几乎没有。研究表明：国家是海域使用权立体分层设立的唯一主体;同一宗海区块空间已设定水体用海使用权可开发利用的海域空间边际外部分为客体范围;无偿划拨和有偿出让是两种常见设立方式;迭代升级行政审批程序应增加海域立体空间规划、创新空间管理体系,同时要考虑线性用海动态性;从登记客体、观测技术、登记制度、登记方法和登记内容5个维度改革创新权属登记模式;可通过研制海域使用权立体分层开发规划,赋予已设定海域使用权人优先权,支持相邻海域使用权人设立海域役权等方式协调与已设定海域使用权人权益。     

Method of initial parameters for laterally loaded piles embedded in layered soils

The method of initial parameters (MIP) was originally developed to solve the problem of a beam on an elastic foundation with applied concentrated forces along the span, which introduce discontinuities in the mathematical formulation of the problem. MIP is modified in this paper so that it can be used for solving the problem of a laterally loaded pile with discontinuities due to soil layering along the length of the pile. In this paper, the basis of MIP is outlined, and its use to find the deflection, slope, bending moment and shear force of laterally loaded piles is illustrated. Example problems of laterally loaded piles embedded in multi-layered soil media are provided.     

Train-induced wave propagation in layered soils using finite/infinite element simulation

In this paper, the transmissibility of soils for vibrations induced by trains moving at different speeds is studied. The 2.5 D finite/infinite element approach adopted herein allows us to consider the load-moving effect of the train in the direction normal to the two-dimensional profile of the soils considered, and, therefore, to obtain three-dimensional responses for the soils using only plane elements. The moving train is simulated by a sequence of moving wheel loads that may vibrate with certain frequency. Two train speeds are considered, one is smaller and the other is greater than the Rayleigh wave speed of the layered soils, to represent the effects of speed in the sub-critical and super-critical ranges. In order to evaluate the effect of each parameter on the ground response induced by moving trains, parametric studies are conducted for the following parameters: the shear wave speed, damping ratio and stratum depth of the supporting soils, and the moving speed and vibration frequency of the traveling trains. Conclusions concerning the mechanism of wave propagation in layered soils are drawn from the parametric studies, which should prove useful to practicing engineers.     

P-SV波斜入射时成层半空间自由场的时域算法

刘晶波和王艳提出了一种弹性水平成层半空间中平面P-SV波斜入射时平面内自由波场时域计算的一维化有限元方法,该方法采用黏性人工边界条件近似地模拟下部基岩半空间的辐射阻尼,可导致平面P-SV波以大角度入射时自由场计算精度降低.本文提出一种精确模拟基岩半空间辐射阻尼的人工边界条件.由于基岩半空间中外行波是传播方向已知的平面P波和SV波,利用弹性介质的应力-位移本构关系建立了人工边界处应力与速度的阻抗边界条件;采用该人工边界条件替代黏性边界条件,改进了P-SV波斜入射时成层半空间自由场的时域算法.数值试验表明,与采用黏性边界条件的自由场算法相比,改进方法具有更高的计算精度,其计算结果与理论解吻合更好.     

加拿大萨德伯里奈恩( Nairn) 铜多金属矿 地球化学特征及意义

[摘 要] 加拿大奈恩(Nairn)工作区位于萨德伯里(Sudbury)镍铜矿集区南西方向约50 km,工作区 内的矿化类型可划分两类:淤产于辉长岩中的铜镍矿化和于产于石英角砾岩中的铜矿化。两种矿石的 微量元素和稀土元素特征较为相似, 高场强元素中富集Th-Zr-Hf 而相对亏损Nb-Ta 等,大离子亲石元 素中富集Rb-U-Pb 而相对亏损Ba-P-Ti 等,稀土元素相对富集轻稀土,轻稀土元素分馏程度明显,而重 稀土元素分馏程度不明显,铈异常不明显,而铕异常变化较大,总体上表现为负异常。上述特征暗示其 物质来源可能相似,结合其矿物组合和本区围岩特征来看, 铜镍矿石主要与中-基性岩浆有关,而石英 角砾岩的铜矿化主要与后期的岩浆热液有关,表明两种矿化类型主要与本区岩浆的结晶分异作用有关, 早期的高温铜镍硫化物随辉长岩中硅酸盐矿物的结晶而后生成,晚期的含矿热液沿构造产生的断层破 碎带迁移并最终充填在构造裂隙中。从奈恩矿区成矿特征来看,本区辉长岩墙与上伏围岩的接触部位, 特别是构造发育或相互交汇处将为最有利的成矿部位。     

Zircon U–Pb ages of plutonic rocks in the southern Abukuma Mountains: Implications for Cretaceous geotectonic evolution of the Abukuma Belt

Plutonic rocks in the southern Abukuma Mountains include gabbro and diorite, fine‐grained diorite, hornblende–biotite granodiorite (Ishikawa, Samegawa, main part of Miyamoto and Tabito, Kamikimita and Irishiken Plutons), biotite granodiorite (the main part of Hanawa Pluton and the Torisone Pluton), medium‐ to coarse‐grained biotite granodiorite and leucogranite, based on the lithologies and geological relations. Zircon U–Pb ages of gabbroic rocks are 112.4 ±1.0 Ma (hornblende gabbro, Miyamoto Pluton), 109.0 ±1.1 Ma (hornblende gabbro, the Hanawa Pluton), 102.7 ±0.8 Ma (gabbronorite, Tabito Pluton) and 101.0 ±0.6 Ma (fine‐grained diorite). As for the hornblende–biotite granodiorite, zircon U–Pb ages are 104.2 ±0.7 Ma (Ishikawa Pluton), 112.6 ±1.0 Ma (Tabito Pluton), 105.2 ±0.8 Ma (Kamikimita Pluton) and 105.3±0.8 Ma (Irishiken Pluton). Also for the medium‐ to fine‐grained biotite granodiorite, zircon U–Pb ages are 106.5±0.9 Ma (Miyamoto Pluton), 105.1 ±1.0 Ma (Hanawa Pluton) and the medium‐ to coarse‐grained biotite granodiorite has zircon U–Pb age of 104.5 ±0.8 Ma. In the case of the leucogranite, U–Pb age of zircon is 100.6 ±0.9 Ma. These data indicate that the intrusion ages of gabbroic rocks and surrounding granitic rocks ranges from 113 to 101 Ma. Furthermore, K–Ar ages of biotite and or hornblende in the same rock samples were dated. Accordingly, it is clear that these rocks cooled down rapidly to 300 °C (Ar blocking temperature of biotite for K–Ar system) after their intrusion. These chronological data suggest that the Abukuma plutonic rocks in the southern Abukuma Mountains region uplifted rapidly around 107 to 100 Ma after their intrusion.     

A new analytical approach to reconstruct the acceleration time history at the bedrock base from the free surface signal records

Acceleration time histories of earthquake events are typically measured in seismic stations that are placed close to the soil top surface. These acceleration records are often used as input data for seismic analysis. It may be used for base excitation in seismic analysis of above ground structures with shallow foundations.. However it may not be used for seismic analysis of underground structures, or even for above ground buildings with deep foundations and several underground stories. The required base excitation data of the latter should have been measured below the top surface, at a level that may be determined according to the specific analyzed building geometry or at the bedrock below. If the acceleration time history at the bedrock would have been known, the seismic wave propagation through the soil medium, from the bedrock towards the top surface, could have been carried out and the base excitation of the buried structure could be determined. Since there is no data on the acceleration time history at the bedrock, and the only given data is the acceleration records at the top surface, the goal of this paper is to provide an exact reverse analysis procedure to determine the unknown acceleration time history at the bedrock that would exactly produce the measured acceleration time history at the top surface. Once this goal is achieved, seismic analysis of buried structures may be carried out with the determined acceleration record at the bedrock as input. This paper presents an analytical exact solution of the inverse problem for determination of the acceleration, velocity and displacement time histories at the bedrock base of a layered geological medium that are compatible with the given acceleration record at the soil top surface. This new proposed method is based on analytical solutions of the initial-boundary value problems of the linear wave equation in the case of a layered medium. The relationship between waves in one layer and waves in another adjacent layer is derived considering the continuity of stresses and displacements at the common interface between the layers. The efficiency and accuracy of the proposed method is demonstrated through several examples involving the nonstationary response of the free surface. The case of the San Fernando Earthquake is studied. Excellent agreement is achieved between the recorded free surface time history and the reconstructed signal. This excellent agreement is obtained due to the exact analytical method used in deriving the inverse problem solution. This exact analytical method allows one to obtain an acceleration (velocity/displacement) distribution along all the layers at any time.