石门雄黄矿一号窿矿体构造及深部找矿研究

通过对湖南石门雄黄矿一号窿矿区构造研究 ,雄黄矿床赋存于燕山期形成的背斜核部 ,背斜与断裂、断裂与断裂的交汇部位。在多种手段综合研究的基础上 ,指出了矿区导矿构造为 EW向的 F1、F3 断裂 ,容矿构造为次级的 NEE、NE、NW、SN向断裂构造 ;提出了本区中生代的三期主要构造应力场 ,其中 SN向主压应力的构造应力场共轭角高值区为雄黄矿体富集地带。矿床受寒武系娄山关群白云岩、奥陶系灰岩和构造的双重控制。认为在一号窿主矿体 NW、SW方向可能存在有隐伏矿体     

一个被动大陆边缘的“开”“合”史及找矿标志——以赣西北震旦系至下古生界为例

本文根据赣西北地区震旦系至志留系基本层序和板内构造演化,可把古板块构造发展划分为4个阶段:开裂期(Z_1l-Z_2p)以中、小规模的重力流和凝缩段为特征;成熟发展期(∈_1-∈_3~1),以沉降沉积作用为主;萎缩期(∈_3~2-O_2h)以大规模重力流和混生动物群为特征;闭合期(O_3-S_3)以双幕式沉积为特征。同时阐述了在板块发展的各个阶段,不能忽视其成矿作用。     

松潘-甘孜块体东北端强震间相互作用及地震危险性研究

松潘-甘孜块体位于中国大陆西南部、南北地震带的中段,其东段与扬子块体相接,拥有多条活动断裂带,是青藏高原北部的主要构造单元.该地区地震活动性强烈,历史上曾发生过多次灾难性地震.本文基于地震触发原理和黏弹松弛分层地壳模型,计算了松潘-甘孜块体东北端历史强震之间应力传输和相互作用的过程.模型结果显示,受之前地震导致的库仑应力场变化的影响,1879年武都地震和1976年8月23日松潘M7.2级地震震中库仑应力积累提升,将促进这些地震提前发生;1933年M7.5叠溪地震和1973年M6.5松潘地震震中库仑应力降低,前续地震的影响可能使得这两次地震的发震时间推迟;在研究历史地震对1960年漳腊M6.7级地震、1976年8月16日M7.2级和1976年8月22日M6.7级松潘地震的作用时,有效摩擦系数的取值十分重要,当有效摩擦系数取0.8时,前续地震导致的应力场变化将促进以上三次地震的发生.松潘-甘孜块体东北端的强震活动有效地增强了西秦岭北缘断裂、东昆仑断裂玛沁-玛曲段、鲜水河断裂康定-道孚段和岷江断裂中段上的库仑应力积累,将提升这些断裂今后发生地震的概率;有效降低了龙日坝断裂上库仑应力的积累,降低了该断层上发生地震的概率.松潘-甘孜块体的地震活动降低了汶川地震震中位置的库仑破裂应力,但提升了破裂面东北段的应力积累,有助于汶川地震向东北端破裂.     

Three dimensional numerical simulation of residential building on shrink–swell soils in response to climatic conditions

Shrink–swell soils can cause distresses in buildings, and every year, the economic loss associated with this problem is huge. This paper presents a comprehensive system for simulating the soil–foundation–building system and its response to daily weather conditions. Weather data include rainfall, solar radiation, air temperature, relative humidity, and wind speed, all of which are readily available from a local weather station or the Internet. These data are used to determine simulation flux boundary conditions. Different methods are proposed to simulate different boundary conditions: bare soil, trees, and vegetation. A coupled hydro‐mechanical stress analysis is used to simulate the volume change of shrink–swell soils due to both mechanical stress and water content variations. Coupled hydro‐mechanical stress‐jointed elements are used to simulate the interaction between the soil and the slab, and general shell elements are used to simulate structural behavior. All the models are combined into one finite element program to predict the entire system's behavior. This paper first described the theory for the simulations. A site in Arlington, Texas, is then selected to demonstrate the application of the proposed system. Simulation results are shown, and a comparison between measured and predicted movements for four footings in Arlington, Texas, over a 2‐year period is presented. Finally, a three‐dimensional simulation is made for a virtual residential building on shrink–swell soils to identify the influence of various factors. Copyright © 2015 John Wiley & Sons, Ltd.     

Hydraulic properties of concentrated flow of a bank gully in the dry‐hot valley region of southwest China

To quantify spatiotemporal variation in hydraulic properties of bank gully concentrated flow, a series of scour experiments were run under water discharge rates ranging from 30 to 120 l min^?1. Concentrated flows were found to be turbulent and supercritical in the upstream catchment area and downstream gully beds. As discharge increased, values of the soil erosion rate, Reynolds number (Re), shear stress, stream power, and flow energy consumption (ΔE) increased while values of the Froude number (Fr) and the Darcy–Weisbach friction factor (resistance f ) did not. With the exception of gully headcut collapse under discharge rates of 60, 90, and 120 l min^?1, a declining power function trend (P < 0.05) in the soil erosion rate developed in the upstream catchment area, headcuts, and downstream gully beds. However, increasing trends were observed in temporal variations of hydraulic properties for downstream gully beds and the upstream catchment area. Despite significant differences in temporal variation between the soil erosion rate and hydraulic property values, relative steady state conditions of the soil erosion rate and ΔE were attained following an initial period of adjustment in the upstream catchment area, headcuts, and downstream gully beds under different discharge rates. A logarithmic growth of flow energy consumption per unit soil loss (ΔE_u) was observed in bank gullies and the upstream catchment area as the experiment progressed, further illustrating the actual reason behind the discrepancy in temporal variation between soil erosion rates and ΔE. Results demonstrate that ΔE can be used to estimate headcut erosion soil loss, but further quantitative studies are required to quantify coupling effects between hydraulic properties and vertical variation in soil mechanical properties on temporal variation for bank gully soil erosion rates. Copyright © 2015 John Wiley & Sons, Ltd.     

中国铁矿成矿地质特征和资源潜力

中国铁矿主要分为七大类型时常同积变质型磁铁－赤铁矿床，基性侵入体岩型钡钛磁铁矿床，矽卡岩型磁铁矿床，火山岩型磁铁－赤铁矿床，沉积型赤铁－菱铁矿床，多因复合－迭加型磁铁－赤铁矿床，风化淋滤褐铁－赤铁矿床。     

GPS短弧定位法若干问题的研究

本文分析了在GPS定位中平差模、型法方程组系数矩阵状态的稳定性及对参数估计的影响,进一步探讨了适合于GPS短弧法平差的理论和方法。试验结果表明,本文研究的模型参数选择法和参数加权岭估计法对于解决法方程组的病态问题以及对于提高GPS双次差短弧法定位结果的精度和可靠性是很有意义的。     

珠江口盆地白云凹陷新生代构造演化动力学

白云凹陷构造演化史的研究对在白云凹陷开展油气勘探和深水沉积研究具有重要的意义。通过对断裂与沉积结构平面和剖面特点的分析,结合岩浆活动特点,文中提出白云凹陷是一个复式地堑,推测这种结构特点与凹陷下地壳的强烈韧性减薄和颈缩变形有关,表现为热岩石圈的伸展。其发育机制推测与白云凹陷位于构造转换带上有关,特殊的构造位置使白云凹陷成为强烈构造变形区,岩石圈地壳强烈减薄,伴随伸展过程和地幔上涌,脆性地壳或上地幔中部分熔融物质的出现导致岩石圈强度的急剧降低,在区域伸展应力场下以韧性流变方式减薄。岩浆在构造转换带下聚集并发育主岩浆房,由于白云凹陷南北边缘没有发育正断裂系统,岩浆主要沿垂直伸展的方向运移,因此在珠琼运动一幕和二幕南南东向伸展应力作用下,岩浆向白云凹陷的东部和西部运移至北西向基底深大断裂处,那里由于北西向断裂表现为左行张剪性质而成为压力较低的地区,从而成为岩浆上涌和侵位的地方。在岩浆聚集的地区,活动岩浆体附近的脆性变形被分散的韧性变形所取代,因此在凹陷的东北和西南两个角上,发育了张性和张剪性小断裂群,由于热岩石圈弹性较差,白云凹陷长期持续沉降。白云凹陷的断裂活动和沉积演化史还受到南海海盆扩张活动的影响。     

Effects of land use and cultivation time on soil organic and inorganic carbon storage in deep soils

The vertical distribution and exchange mechanisms of soil organic and inorganic carbon(SOC, SIC) play an important role in assessing carbon(C) cycling and budgets. However, the impact of land use through time for deep soil C(below 100 cm) is not well known. To investigate deep C storage under different land uses and evaluate how it changes with time, we collected soil samples to a depth of 500 cm in a soil profile in the Gutun watershed on the Chinese Loess Plateau(CLP); and determined SOC, SIC, and bulk density. The magnitude of SOC stocks in the 0–500 cm depth range fell into the following ranking: shrubland(17.2 kg m~(-2)) grassland(16.3 kg m~(-2)) forestland(15.2 kg m~(-2)) cropland(14.1 kg m~(-2)) gully land(6.4 kg m~(-2)). The ranking for SIC stocks were: grassland(104.1 kg m~(-2)) forestland(96.2 kg m~(-2)) shrubland(90.6 kg m~(-2)) cropland(82.4 kg m~(-2)) gully land(50.3 kg m~(-2)). Respective SOC and SIC stocks were at least 1.6-and 2.1-fold higher within the 100–500 cm depth range, as compared to the 0–100 cm depth range. Overall SOC and SIC stocks decreased significantly from the 5 th to the 15 th year of cultivation in croplands, and generally increased up to the 70 th year. Both SOC and SIC stocks showed a turning point at 15 years cultivation, which should be considered when evaluating soil C sequestration. Estimates of C stocks greatly depends on soil sampling depth, and understanding the influences of land use and time will improve soil productivity and conservation in regions with deep soils.     

浮游有孔虫标准化壳体重量测试方法及在西太平洋的应用

使用标准化壳体重量法和传统壳体重量法分别对中国南海(South China Sea,简称SCS)站表层沉积物和MD06-3052岩心沉积物样品进行了测试,获得了浮游有孔虫种属Globigerinoides ruber(G. ruber)的标准化壳体重量和传统壳体重量.通过对SCS站表层沉积物中G. ruber标准化壳体重量与传统壳体重量的比较,认为在该海域使用标准化壳体重量替代性指标能够更好的排除壳体粒径的干扰.通过对MD06-3052岩心中G. ruber标准化壳体重量与南极Vostok冰心的CO₂浓度(pCO₂)曲线进行对比,认为标准化壳体重量方法能够较好的反映出表层海水[CO₃2-]的变化.标准化壳体重量方法快速简便,指示性好,在探讨晚更新世以来表层海水在全球碳循环的重要作用中,是一个很有潜力的指标.