含预制软弱带的岩石破裂过程的数值模拟

考虑到岩石脆性破坏过程中介质的不均匀性之特点，对岩石样品中含预制弱介质条带的岩石样品破坏过程进行二维有限元数值模拟，并对弱介质带的破坏贯通过程、新的断层的产生和有关的地震活动进行了研究．数值模型展示了岩石从变形、微观破坏到整体破坏的全过程以及微震活动的时空分布特征．应力、应变和微震活动的时空分布形象地描绘了岩石变形的局部化和时空迁移等现象，这与实际地壳中所观测到的现象是一致的．此外，模拟结果与实验观测结果也是一致或相似的．      

大同—怀安麻粒岩地体的伸展抬升

大同－怀安地区ＴＴＧ片麻岩和孔兹岩系早期具有互不相同的，但双彼此相关的构造和演压历史。它们之间的低角度高应变带以正韧性剪切和非共轴变形为特征，体出了构造接触的性质。构造和岩石学数据表明，该地体至少在２．５Ｇａ和１．８Ｇａ前后分别受到两个麻粒岩相变质事件的影响，其主要的构造是在Ｍ１事件中形成的。     

冷冻固定化优势菌群处理含甲醛苯酚废水

包气带土壤中氨氮污染迁移规律已成为近年来国内外学者研究的重点,目前在氨氮污染迁移规律研究中采用柱实验模拟以及软件模拟的方法较多,土壤生物技术则广泛应用于污染物降解领域,而在污染物迁移规律研究中应用较少。本文采用变性梯度凝胶电泳(DGGE)技术、16S rRNA序列分析技术以及典范对应分析相结合,对华北平原3个典型氨氮污染区土壤表层至包气带剖面微环境的细菌垂直分布特征及群落结构进行研究。结合污染区土壤理化性质分析,认为包气带土壤剖面的细菌群落中存在着与氮循环、硫酸盐代谢等过程偶联的优势细菌类群,说明土壤微环境中细菌群落分布明显受氨态氮、硝态氮、亚硝态氮和硫酸盐的分布影响,进一步表明污染土壤优势菌群的群落结构信息是描述包气带土壤环境氨氮污染物迁移规律的重要参数。     

广东省藤铁铁矿成矿地质特征

藤铁铁矿位于鱼鹿岩枝东接触带中段,该矿体为铁、铜、锡共(伴)生矿床.受断裂带、岩体侵入接触带、夕卡岩带和鱼鹿岩枝控制.据此总结出该区"三带一体"的成矿特征.     

龙门山彭灌杂岩体中梭坡店断裂带显微构造及变形环境分析

对龙门山中段彭灌杂岩体中的一条韧性剪切带进行了确定和命名,并着重从显微组构及岩组学方面对其变形环境进行了讨论,推断其形成深度为１０ｋｍ、温度为５００℃、压力为５００ＭＰａ,形成时的差异应力值为８０～１１０ＭＰａ,应变速率为１０－１１～１０－１０ｍ／ｓ。     

Computational model coupling mode II discrete fracture propagation with continuum damage zone evolution

We propose a numerical method that couples a cohesive zone model (CZM) and a finite element‐based continuum damage mechanics (CDM) model. The CZM represents a mode II macro‐fracture, and CDM finite elements (FE) represent the damage zone of the CZM. The coupled CZM/CDM model can capture the flow of energy that takes place between the bulk material that forms the matrix and the macroscopic fracture surfaces. The CDM model, which does not account for micro‐crack interaction, is calibrated against triaxial compression tests performed on Bakken shale, so as to reproduce the stress/strain curve before the failure peak. Based on a comparison with Kachanov's micro‐mechanical model, we confirm that the critical micro‐crack density value equal to 0.3 reflects the point at which crack interaction cannot be neglected. The CZM is assigned a pure mode II cohesive law that accounts for the dependence of the shear strength and energy release rate on confining pressure. The cohesive shear strength of the CZM is calibrated by calculating the shear stress necessary to reach a CDM damage of 0.3 during a direct shear test. We find that the shear cohesive strength of the CZM depends linearly on the confining pressure. Triaxial compression tests are simulated, in which the shale sample is modeled as an FE CDM continuum that contains a predefined thin cohesive zone representing the idealized shear fracture plane. The shear energy release rate of the CZM is fitted in order to match to the post‐peak stress/strain curves obtained during experimental tests performed on Bakken shale. We find that the energy release rate depends linearly on the shear cohesive strength. We then use the calibrated shale rheology to simulate the propagation of a meter‐scale mode II fracture. Under low confining pressure, the macroscopic crack (CZM) and its damaged zone (CDM) propagate simultaneously (i.e., during the same loading increments). Under high confining pressure, the fracture propagates in slip‐friction, that is, the debonding of the cohesive zone alternates with the propagation of continuum damage. The computational method is applicable to a range of geological injection problems including hydraulic fracturing and fluid storage and should be further enhanced by the addition of mode I and mixed mode (I+II+III) propagation. Copyright © 2016 John Wiley & Sons, Ltd.     

质疑粤西北的冰川遗迹

从地貌、沉积物、第四纪地层关系、古气候、古环境等方面论证了广东封开-怀集-带所谓的冰川谷、冰蚀三角面、悬谷、角峰、刃脊、冰半、鼻山尾、冰碛砾石、蛇形丘以及近百万年来发生过3次冰期，是既不符合地学基础理论也不符合野外实际，所以是不确实的，那里没有第四纪冰川遗迹。     

郯庐断裂带的演化与古应力场

通过系统研究郯庐断裂带两盘的构造形变和应力场，再配合断理解带内部构造研究，分析了断裂带的形成和演化过程。结果表明，断裂带经历了一次以走滑为主、两次以正断层活动为主、三次以逆断层活动为主的断裂活动，使断裂带内部结构异常复杂，形成反转构造，构成中国东部大型断裂带具有普遍意义的活动特征。     

Annual Anthropogenic Carbon Transport into the North Pacific Intermediate Water through the Kuroshio/Oyashio Interfrontal Zone: An Estimation from CFCs Distribution

Vertical distribution of anthropogenic carbon content of the water (exDIC) in the Oyashio area just outside of the Kuroshio/Oyashio Interfrontal Zone (K/O Zone) was estimated by the simple 1-D advection-diffusion model calibrated by the distribution of chlorofluorocarbons (CFCs). The average concentration of exDIC for = 26.60–27.00 is multiplied by the volume transport of Oyashio water into the North Pacific Intermediate Water (NPIW) to estimate the annual transport of exDIC into NPIW through K/O Zone. The estimated transport of exDIC was 0.018–0.020 GtC/y, which corresponds to 15% of the whole total exDIC accumulation in the temperate North Pacific. A simple assessment using the NPIW 1-box model indicates that the current study explains at least 70% of the total annual transport of exDIC into NPIW, and that small exDIC sources for NPIW still exists in addition to K/O Zone.     

京津唐地区深部挤压带特征及其与地震的关系

京津唐地区的深部挤压带轴线沿宁河、香河、昌平一线呈南东—北西走向,在通过该带的北东向Ｍ和Ｃ面上均有一向北西弯曲的弧形。地壳下部和上地幔顶部层位呈透镜状增厚,浅部的北东向断裂也向北西弯曲。应力测量表明现今该带的应力场为向北西挤压。深部挤压作用是由渤海底部的扩张所产生的。该挤压带控制着地震的发生,特别其北东侧是一个强地震区