桂西南凭祥火山岩年代学、地球化学及Hf同位素研究——对古特提斯洋最晚北向俯冲事件的启示

华南西南缘凭祥地区位于特提斯构造域东端,华南与印支陆块碰撞缝合带的北部,该区出露的三叠纪中酸性火山岩是古特提斯洋俯冲过程中在华南陆块边缘形成的大陆弧产物,这些火山岩同时携带的大量来自华南陆块基底的捕获锆石为华南陆块的构造热事件研究将提供重要的信息。对凭祥地区三叠系北泗组英安岩进行了同位素年代学、地球化学及锆石Hf同位素研究,获得了一个英安岩样品的加权平均年龄为（227.8±1）Ma,这些英安岩具有高SiO₂、K₂O含量,极低的MgO、MnO和CaO含量,富集大离子亲石元素（Rb、Ba、Th和U）和亏损高场强元素（Nb、Ta）的特点,显示了典型的岛弧岩浆作用特征,代表古特提斯洋向北俯冲至华南陆块之下形成的大陆弧产物。其余两个英安岩样品中的70粒锆石主要为来自华南陆块基底的捕获锆石,其年龄数据变化区间较大,为1010~231 Ma,这些捕获锆石U-Pb年龄频谱分布主要集中在四个区间:11010~800 Ma（峰值900 Ma）,其锆石的ε_Hf（t）值为4.5~15.1,响应扬子和华夏陆块之间聚合-裂解-再聚合的构造演化事件,反应了其幔源岩浆的广泛参与;2720~620 Ma（峰值680 Ma）响应南华纪已拼合的扬子-华夏陆块的再次发生裂解;3490~400 Ma（峰值450 Ma）,其锆石的ε_Hf（t）值为2.2~-7.8,响应华南早古生代加里东运动有关的壳-幔相互作用岩浆事件;4280~230 Ma（峰值250 Ma）,其锆石ε_Hf（t）值为-13.6~-16.5,地壳模式年龄为2.3~2.1 Ga,代表了印支与华南陆块之间古特提斯洋俯冲闭合的岩浆事件。文章的研究结果揭示了凭祥北泗组英安岩与华南陆块的亲缘性,其结晶年龄限定了华南与印支陆块之间的古特提斯洋俯冲结束、陆-陆开始碰撞的最晚时限为中-晚三叠纪。      

黔西北福来厂铅锌矿床构造成生发展及其控矿作用

福来厂铅锌矿床位于黔西北垭都—蟒硐铅锌成矿带西南部,夹持于天桥与猫猫厂两个铅锌矿床之间,矿床（体）分布严格受构造控制。运用矿田地质力学理论和方法,对福来厂铅锌矿区进行大比例尺构造剖面精测和典型的控矿构造力学性质鉴定以及不同方向断裂、褶皱构造筛分,研究认为自印支晚期—喜马拉雅期以来该区主要经历了三期构造活动,其主压应力方向分别经历了北西向→北东向→近东西向的转变过程,认为矿床的导矿、配矿、容矿构造分别为矿区棋盘格式构造、北东向断裂（倾向北西）与北西西向断裂及其下盘背斜翼部的层间断裂带,此外,矿区存在北西向（倾向北东）破矿构造,明显切割、错移矿体,控制着矿体的空间定位。综合上述,文章在总结了构造控矿规律的基础上,建立了该矿床成矿构造体系,为找矿勘查和矿床成因研究奠定了基础。      

Basaltic and Solution Reference Materials for Iron,Copper and Zinc Isotope Measurements

Iron, Cu and Zn stable isotope systems are applied in constraining a variety of geochemical and environmental processes. Secondary reference materials have been developed by the Institute of Geology, Chinese Academy of Geological Sciences (CAGS), in collaboration with other participating laboratories, comprising three solutions (CAGS‐Fe, CAGS‐Cu and CAGS‐Zn) and one basalt (CAGS‐Basalt). These materials exhibit sufficient homogeneity and stability for application in Fe, Cu and Zn isotopic ratio determinations. Reference values were determined by inter‐laboratory analytical comparisons involving up to eight participating laboratories employing MC‐ICP‐MS techniques, based on the unweighted means of submitted results. Isotopic compositions are reported in per mil notation, based on reference materials IRMM‐014 for Fe, NIST SRM 976 for Cu and IRMM‐3702 for Zn. Respective reference values of CAGS‐Fe, CAGS‐Cu and CAGS‐Zn solutions are as follows: δ⁵⁶Fe = 0.83 ± 0.07 and δ⁵⁷Fe = 1.20 ± 0.13, δ⁶⁵Cu = 0.57 ± 0.06, and δ⁶⁶Zn = ?0.79 ± 0.12 and δ⁶⁸Zn = ?1.65 ± 0.24, respectively. Those of CAGS‐Basalt are δ⁵⁶Fe = 0.15 ± 0.07, δ⁵⁷Fe = 0.22 ± 0.10, δ⁶⁵Cu = 0.12 ± 0.08, δ⁶⁶Zn = 0.17 ± 0.13, and δ⁶⁸Zn = 0.34 ± 0.26 (2s).     

三沙湾海岸线时空演变

海岸带是海陆之间的过渡区域,是人类活动和经济发展较为活跃的地区。海岸线时空演变研究对海岸带资源开发与保护有重要意义,但国内外对三沙湾海岸线时空演变研究较少。本文基于25 a的卫星遥感资料,解译出4个时相的三沙湾海岸线,定量分析海岸线变化趋势,并研究海岸线演变的主要因素。研究表明,25 a的三沙湾海岸线总体长度呈增长趋势：1988-1996年岸线总长度变化不大;2003年较1996年增加约6 947 m、增长约11.5%;2003-2013年岸线总长度增加较为明显,2013年较2003年增加约24 128 m、增长约39.6%,其增速约为1996-2003的3.4倍。砂质岸线长度基本稳定,基岩和泥质岸线长度有所减少,人工岸线在逐年增加,这主要是滩地围垦、港口建设和海岸人工改造等人为因素造成的。     

Effect of plastic deformation on hydraulic fracturing with extended element method

The propagation of hydraulic fracture in elastic rocks has widely been investigated. In the paper, we shall focus on numerical modeling of hydraulic fracturing in a class of porous rocks exhibiting plastic deformation. The plastic strain of porous rocks is described by a non-associated plastic model based on Drucker–Prager criterion. The plastic deformation is coupled with fluid pressure evolution described by the lubrication theory. An extended finite element method is used for modeling the propagation of fracture. The fracture propagation criterion is based on the J-integral. The proposed numerical model is validated by comparisons with numerical and analytical results. The influence of plastic deformation on fracture propagation process is investigated.

     

Double pot cover effect in unsaturated soils

The phenomenon of moisture increase under an impervious cover in soils due to thermal gradients is defined as the pot cover effect, which may lead to an obvious soil moisture increase in the shallow soil. This paper explores a measure of laying an impervious layer at an appropriate depth in the process of foundation treatment to eliminate the potential moisture increase in the covered soil. Because the impervious cover above the soil and the impervious layer inside the soil constitute a “double pot cover” structure, the moisture migration in the covered soil with an impervious layer is generalized as the double pot cover effect. To investigate the mechanism of the double pot cover effect and further determine the optimal depth of the impervious layer, a numerical model is established to simulate this problem. Analysis results indicate that the moisture increase under the cover varies with the depth of the impervious layer. As the impervious layer is laid at a certain depth, the moisture increase reaches a minimum value. Moreover, the double pot cover effect under different boundary temperatures is further discussed. Results show that the moisture increase in the covered soil can be significantly reduced by laying the impervious layer slightly below the freezing front (0 °C).

     

长江中游沿岸过江大桥工程建设适宜性评价与地学建议

基于长江中游沿岸地质环境条件及过江大桥场地建设基本要求,优选地形地貌、工程地质条件及区域稳定性3个评价因素,运用层次分析法开展长江中游沿岸过江大桥工程场地建设适宜性评价,将长江中游沿岸过江大桥工程分为适宜开发岸线、较适宜开发岸线、一般适宜开发岸线及非优先开发岸线4个等级。长江中游沿岸地区以较适宜开发岸线和一般适宜开发岸线为主,长度分别为625.19 km和598.99 km,分别占岸线总长度的31.35%和30.04%。针对长江中游不同等级岸线的地质特征,提出了相应的地学建议,为长江中游沿岸过江大桥优化选址提供地学指导,进一步促进长江经济带国土资源空间规划与岸线资源保护利用工作的开展。     

乌兰浩特地区中性火山岩LA-ICP-MS锆石U-Pb年龄、地球化学特征及成因探讨

乌兰浩特地区出露一套以辉石安山岩为主的中性火山岩组合。LA-ICP-MS锆石U-Pb测年结果显示,该套火山岩锆石U-Pb年龄为130.0±1.5 Ma和129.9±1.4 Ma,表明其形成于早白垩世。辉石安山岩SiO_2含量为57.84%～60.86%, Al_2O_3含量为16.49%～17.76%,A/CNK1.1,属过铝质岩石;ALK值为11.19%～11.87%,σ为1.08～1.98;∑REE为(128.69～145.06)×10~(-6),(La/Sm)_N为4.64～5.24,(La/Yb)_N为6.58～8.09,轻稀土元素富集程度高且轻、重稀土元素分馏明显;Eu异常不明显,大离子亲石元素Rb、Ba、K、Sr富集,高场强元素Nb、Ti、P、Ta亏损,推断该中性火山岩的形成与蒙古—鄂霍次克洋闭合陆壳加厚之后的岩石圈伸展有关。     

Dynamic responses of unsaturated half‐space soil to a moving harmonic rectangular load

The problem of the dynamic responses of a semi‐infinite unsaturated poroelastic medium subjected to a moving rectangular load is investigated analytical/numerically. The dynamic governing equations are obtained with consideration of the compressibility of solid grain and pore fluid, inertial coupling, and viscous drag as well as capillary pressure in the unsaturated soil, and they can be easily degraded to the complete Biot's theory. Using the Fourier transform, the general solution for the equations is derived in the transformed domain, and then a corresponding boundary value problem is formulated. By introducing fast Fourier transform algorithm, the unsaturated soil vertical displacements, effective stresses, and pore pressures induced by moving load are computed, and some of the calculated results are compared with those for the degenerated solution of saturated soils and confirmed. The influences of the saturation, the load speed, and excitation frequency on the response of the unsaturated half‐space soil are investigated. The numerical results reveal that the effects of these parameters on the dynamic response of the unsaturated soil are significant.