山东七宝山隐爆角砾岩型Cu-Au矿床流体包裹体及成矿流体演化特征

山东七宝山隐爆角砾岩型Cu-Au矿床位于郯庐断裂带东侧,矿体主要赋存在七宝山杂岩体中。通过显微学观察,发现在深部蚀变斑岩的重结晶石英斑晶中发现了含子晶包裹体(Type 1型),同时伴生有气相(Type 2型)和富气相水溶液(Type 3型)包裹体。浅部矿坑石英脉中的流体包裹体主要为气液两相包裹体,并对较为发育的石英晶柱进行了详细的阴极发光特征和显微学观察研究。从其根部到末端可以划分为三个期次,其中第一期次石英环带中主要发育富液相包裹体(Type4型),另外还发育少量的负晶形气液两相包裹体(Type 5型),第二期石英环带中主要发育Type 5型包裹体,第三期石英环带中主要发育形态各异的气液两相包裹体(Type 6型)。显微测温结果显示,Type 1型包裹体均表现为子晶熔化均一特征,均一温度介于375~450℃之间,计算获得的盐度为43.8%~52.2%NaC leqv;Type 3型包裹体表现为临界均一特征,均一温度介于347~420℃之间,估算盐度为0.8%~7.1%NaC leqv;Type 4,5和6型包裹体均均一至液相,均一温度分别为221~327℃、199~379℃以及109~193℃,相应的盐度为2.4%~7.8%NaC leqv、10.2%~16.8%NaC leqv以及0.3%~4.0%NaC leqv。热力学计算获得Type 1型包裹体均一压力为623.46~1111.82bar,平均855.70bar。Type 3型包裹体均一压力范围为139.18~362.47bar,平均为250.70bar。由此可以认为,尽管富气相包裹体和含子晶包裹体共存,并且具备相近的均一温度范围,但是压力相差极为明显,所以这种共存特征并不能表征流体沸腾作用。根据前人实验研究结果,本文认为Type 2和3型包裹体代表了斑岩体结晶早期由于上覆地层隐爆而导致的压力降低条件下分异出来的流体,由于角砾岩筒后续固结引起压力增加,由Type 1型含子晶包裹体所代表的高盐度流体逐渐从成矿岩体中分异出来。当这两种流体沿裂隙通道向上运动时,被同期石英包裹体捕获而共存。这部分流体代表了深部斑岩成矿系统的流体。根据H-O-S同位素研究,Type 4和5包裹体主要来自岩浆流体,并且在后期经历了大气降水的混合,形成了Type 6型流体。这部分流体则代表了浅成热液系统的流体。由于Type 3和4型包裹体均为岩浆成因流体,两者盐度范围一致(5.0%~7.0%NaC leqv),并且随着温度的下降,密度演化趋势明显,从0.4101增加至0.8816g/cm3。本文认为代表斑岩系统的深部富气相成矿流体在向上逃逸过程中由于压力扰动而在超临界区域内发生相态收缩,随着温度下降形成了富液相成矿流体,转变为浅成热液系统的流体,在此过程中不会发生流体沸腾。由于Cu和Au易于被HS-络合而在气相中运移,并且液相流体之间的混合能力较强,所以当含金的富气相流体收缩成富液相流体时,可以与浅部的天然降水或者富Fe流体发生任意比例的混合,导致了Cu和Au的卸载成矿,这应该是七宝山Cu-Au矿化主要的成矿机制,但是不排除由于温度和压力的下降而引发的金属矿物沉淀成矿。     

A design method for plastic tube cast-in-place concrete pile considering cavity contraction and its validation

Bearing capacity calculation method and field static load test (SLT) program were carried out simultaneously to study the bearing characteristics of individual Plastic Tube Cast-in-Place Concrete Pile (TC pile), which are increasingly being employed for support of embankments in southeast China. The bearing capacity calculation method considering pile setup (i.e., setup calculation method) was built up according to the cylindrical cavity contraction and horizontal consolidation theories. A series of SLTs on different dates were applied to study the bearing behavior of TC pile and to verify the validity of the established setup calculation method. During TC piles installation, there is about 45% contraction in cylindrical volume due to the extraction of steel casing. Both theoretical and experimental results show that the calculated outcomes considering cylindrical cavity contraction agree well with measured ones. The difference value between them is not more than 12%. On the other hand, if the cylindrical cavity contraction is ignored, the calculated bearing capacities of TC piles are overestimated by 160–300%. The setup of TC pile is mainly due to the increment of pile shaft resistance with time elapsed. Cylindrical cavity contraction accompanied by TC pile installation causes much loss of pile shaft resistance.     

Structure and development of the Andean system between 36° and 39°S

One of the main morphological changes along the Southern Central Andes occurs from 36° to 39°S. The northern portion is characterized by prominent basement structures and a thick-skinned orogenic front with relief of over 2000 m with a deep level of exhumation where more than 4 km of section has been eroded. Contrastingly, the southern part is formed by mildly inverted basement structures restricted mainly to the hinterland zone, which reaches only 1500–1700 m relief. We quantify the variable contributions of two main contractional stages through the construction of three regionally balanced sections across the Andes, constrained by field and geophysical data. Extensional re-activation described for this segment in late Oligocene-early Miocene and Pliocene to Quaternary times, after the two main contractional episodes, suggests only 3 km of stretching that represents 30–10% of the original longitude. We, therefore, conclude that while initial Late Cretaceous to Eocene compression was similar along strike (∼10–7 km), it is the contrasting degrees of Neogene shortening (∼16–6 km) that have played the largest role in the along strike differences in structure and morphology along this portion of the southern Andes. Variable Neogene arc expansion could be responsible for the contrasting contractional deformation: In the north, late Miocene arc-related rocks cover most of the retroarc zone (>200 km with respect to the late Miocene arc front in the south), presumably driven by a shallow subduction episode in the area, whereas to the south they remain restricted to the continental drainage divide. Other factors involving architecture of previous rift structures, are proposed as additional mechanisms that accommodated variable shortening magnitudes through inversion.     

Possible controlling factors in the development of seasonal sand wedges on the Ordos Plateau,North China

Wedge-like structures filled with silty sand penetrate Quaternary fluvial and aeolian sediments and, in places, Tertiary bedrock on the Ordos Plateau, North China. The wedges reflect thermal contraction cracking of either permafrost or seasonal frost during the Late Pleistocene and early Holocene. Wedges of about 1 m in depth form polygonal nets of 2-3 m in diameter(type B). They contrast with wedges of 3-4 m in depth that form polygons of 10-15 m in diameter(type A).This review focuses upon the highly variable size of the inferred polygon nets and discusses the problem of differentiating between seasonally and perennially frozen ground, or between seasonal frost and permafrost.     

西北太平洋台风同心眼墙影响因子的初步分析

利用美国威斯康星大学气象卫星研究合作院提供的集成微波图像资料和联合台风预警中心的最佳路径资料,普查2005—2014年西北太平洋地区具有同心眼墙结构的35个强台风个例。对比分析了有、无同心眼墙及同心眼墙生成快、慢的样本的环境场和自身初始结构差异。结果表明:环境场要素对同心眼墙形成与否具有重要调制作用,环境场相对湿度越大,海温越高,同心眼墙越易生成;而同心眼墙的形成速率与自身结构存在密切关系,初始涡旋尺度越大,同心眼墙生成越快,外眼墙位置距离台风中心越远,眼墙替换时间越长,眼墙替换前后强度变化越明显。     

Numerical modeling of sedimentation control scenarios in the approach channel of the Nakdong River Estuary Barrage,South Korea

The effects of sedimentation reduction at the Nakdong River Estuary Barrage (NREB) in Korea were quantitatively analyzed with respect to different sediment control methods using the calibrated and validated two-dimensional model. The countermeasures of sediment dredging, sediment flushing, channel geometry change, and a combination of flushing and channel geometry change were examined for the approach channel of the NREB. The flood event and channel geometries of the 3.8 km section upstream of the NREB surveyed before and after dredging in 2007 were used for modeling conditions. As a result, the half of sediments dredged in 2007 could be eliminated naturally by floods without dredging. The numerical simulation of sediment flushing indicated that the deposition height decreased in the entire simulation section with the minimum and maximum reductions from 0.3 m to 1.3 m in deposition height. The channel contraction method produced quantitatively the largest amount of sedimentation reduction and sediment flushing and dredging followed. Sedimentation reduction by a combination of flushing and channel contraction was up 10%compared to the individual method of channel contraction.     

九江地震台洞体应变观测环境影响分析

对九江地震台2008—2013年洞体温度年变化、气压上升、集中降雨、抽水和承压含水层卸载对洞体应变产生的异常进行统计,获得应变异常量级范围,建立洞体应变观测简单静力学模型。研究认为,九江地震台山洞线应变年变化由观测基线介质的温度效应引起,而气压、降雨、抽水和含水层卸载引起的应变变化则主要由山体附加应力决定。     

循环荷载作用下黏土改进边界面模型

为克服边界面模型应用不便、不能反映卸载过程中土体的弹塑性性质的缺陷,提出了一个循环荷载作用下可考虑弹塑性加、卸载过程的重塑黏土改进边界面模型。模型采用了简单的边界面形式,可大大简化该模型理论的推导与计算;采取了不预先定义边界面大小的方式,有效地降低了改进边界面模型在应用过程中的经验性;加入边界面胀缩规则,使模型可考虑土样卸载过程中的弹塑性性质,进而可反映土样的滞回特性。通过对重塑黏土进行循环三轴数值模拟试验,并与真实试验结果进行对比分析,验证了改进边界面模型的合理性和有效性。数值验证结果表明,改进边界面模型具有物理意义明确、参数易于确定、形式相对简单的特点,且该模型计算精度较高,计算结果与试验结果吻合得较好。     

Simulated Sensitivity of the Tropical Cyclone Eyewall Replacement Cycle to the Ambient Temperature Profile

In this study, the impacts of the environmental temperature profile on the tropical cyclone eyewall replacement cycle are examined using idealized numerical simulations. It is found that the environmental thermal condition can greatly affect the formation and structure of a secondary eyewall and the intensity change during the eyewall replacement cycle. Simulation with a warmer thermal profile produces a larger moat and a prolonged eyewall replacement cycle. It is revealed that the enhanced static stability greatly suppresses convection, and thus causes slow secondary eyewall formation. The possible processes influencing the decay of inner eyewall convection are investigated. It is revealed that the demise of the inner eyewall is related to a choking effect associated with outer eyewall convection, the radial distribution of moist entropy fluxes within the moat region, the enhanced static stability in the inner-core region, and the interaction between the inner and outer eyewalls due to the barotropic instability. This study motivates further research into how environmental conditions influence tropical cyclone dynamics and thermodynamics.     

GQF型桥梁伸缩装置的设计与施工

介绍了各种跨径所适应的不同伸缩装置的构造及特点,桥梁伸缩装置设计施工的基本要求,简要介绍了桥梁伸缩装置计算方法及选型原则,着重介绍了GQF（交通行业标准代号）型桥梁伸缩装置施工工艺,供从事桥梁设计及施工工作的技术人员参考。