对与我国金属矿产资源探寻有关基础研究的思考和讨论

在分析国内外对金属矿产资源的需求形势和我国金属矿产资源探明储量状况的基础上,提出了我国金属矿产资源探寻的基础研究目标:在我国现有国力情况下,与金属矿产资源探寻有关基础研究的近期目标是在大规模成矿作用研究基础上,为在我国东部大型矿集区千米级尺度深部发现现实可利用的资源储量提供科学依据和指导;中、长期目标主要是为西部大型矿集区雏形的圈定奠定科学基础,为国家战略性资源接替基地的寻找和确定服务。     

Numerical simulation of ground flow caused by seismic liquefaction

Flow failure of sandy subsoil induced by seismic liquefaction is known to cause significant damage to structures. It is induced not only by the dynamic forces exerted by seismic acceleration but also by the static gravity force in consequence of the topography of the ground. The ground flow may sometimes continue after the end of the seismic loading and finally the ground is significantly deformed to cause a failure.This paper numerically predicts the magnitude of flow that could occur when soil liquefaction continues for a sufficiently long period. It is considered that liquefied soil behaves like a viscous liquid, and hence, ground flow is governed by the principle of minimum potential energy. In the calculation, liquefied sand is assumed to be a viscous liquid that deforms in undrained conditions with its volume remaining constant. To consider the non-linearity due to large displacement, the updated Lagrangian method is used to solve the equation of motion. The Newmark β method is employed to calculate the time history of the ground motion. Finally, a simulation using this calculation method shows that the proposed method gives reasonable results for the conditions indicated.     

GPS工程控制网投影变形的处理

在ＧＰＳ工程控制网建立的内业处理中,为后续的方便必须设法高斯投影变形对坐标成果的影响,本文在简要介绍了常规投影变形处理方法之后,提出了尺度强制约束和投影面重新选择两种投影变形的处理方法。工程实践检验表明,两种方法不但可行而且可使处理后的坐标系统与国家坐标系统尽可能保持一致,方便了工程使用。     

1518年6月22日韩国首尔以西海域——南黄海大震

1518年6月22日韩国首尔以西海域——南黄海发生大震。地震波及朝鲜半岛全境,并在韩国首尔等沿海地区造成破坏,首尔的烈度为Ⅷ度,余震持续一个多月。地震还影响到中国东部地区。震级定为M7?级。此次地震可能与朝鲜半岛西缘断裂带（南黄海东缘断裂带）的活动有关。震中定于该断裂带附近（36.5°N,125.2°E）。     

利用重复测线校正海空重力仪格值及试验验证

通过分析海空重力测量系统误差的形成机理,我们发现海空重力仪格值标定误差是引起系统性测量偏差的主要因素之一.本文简要介绍了重力仪格值的标定方法,分析论证了格值标定的精度要求,提出了利用东西正反向重复测线检测校正海空重力仪格值的计算模型和补偿方法,分析讨论了该方法的校正精度及其适用条件,利用航空重力实际观测网数据对该方法的合理性和有效性进行了数值验证,证明该方法对消除海空重力测量系统性偏差具有显著作用.     

相邻两井对大地震的不同水力响应模型研究——页岩影响分析

大地震引起了左家庄和宝坻(相距～50km)两井中截然不同的同震水位响应.我们用水位的气压和潮汐响应来分析解释此现象.结果表明,宝坻井的观测含水层中存在页岩,且此井受裂隙影响很大,储水效应较差.页岩的复杂裂隙或者各向异性可能会导致此井观测含水层处于半封闭状态,从而导致垂直向排水的发生.通过多方计算分析后,我们将这两口井划分为两种模型—1.水平流动模型;2.水平流动+垂直流动的混合流动模型.由于裂隙影响,宝坻井的观测含水层介质与外界的水力沟通性在震前就较强(震前渗透率就比较大),所以宝坻井观测含水层与外界的孔隙压差异较小,导致同震渗透率上升较小甚至没有变化,这些因素是导致该井同震水位变化幅度总是非常微小的原因.     

塔里木地块西北缘震旦系发现二叠纪基性岩床侵入事件

准确识别侵入岩和火山岩并厘定其形成时代是野外地质调查的一项基础工作,它们对认识区域岩浆事件序列和建立沉积地层年代格架具有重要的作用。塔里木地块西北缘阿克苏地区以出露连续的新元古界和丰富多样的新元古代岩浆岩而成为备受前寒武纪地质研究工作者关注的地区。本文通过遥感影像的识别、野外剖面地质调查和岩石学研究,发现塔里木西北缘阿克苏市西南部的震旦系中发育的基性岩具有典型的岩浆侵入特征,包括局部截切地层、包裹围岩块和内部结晶粗、边缘结晶细等特点。结合锆石U-Pb年代学研究,发现该地区震旦系发育的基性岩浆岩并不全是震旦纪玄武岩,有相当一部分是早二叠世(ca. 290Ma)侵入的辉绿岩岩床,其侵位年龄与塔里木二叠纪大规模溢流玄武岩的喷发时代接近,很可能是塔里木大火成岩省的重要组成部分。这期显著的岩浆热事件可能对该地区前寒武纪岩石重磁化产生重要影响,同时也启示今后开展塔里木北缘震旦纪岩浆作用研究时需要特别引起重视并加以仔细鉴别。     

基于多源遥感数据的玛纳斯河流域荒漠化监测

利用遥感手段对玛纳斯河流域绿洲-荒漠带的荒漠化状况进行监测。利用不同时期TM数据,在小尺度上分析该区域2000~2008年荒漠化土地的分布特征;基于MODIS陆地遥感产品(NDVI、Albedo及LST),利用多源信息复合法计算荒漠化程度指数;基于TM荒漠化监测结果对该指数进行分级处理,初步建立并验证基于MODIS数据的荒漠化监测评价模型。结果表明:近10 a来,绿洲外围荒漠化土地变化较小,大部分变化发生在绿洲内部,主要为局部荒漠化被开发或因盐碱化过重导致的撂荒;荒漠化监测评价模型对研究区荒漠化程度定量评价精度可达91.25%。     

岩体结构面粗糙度系数的统计估测

基于岩体结构面表面形态的各质异性、各向异性、非均一性和尺寸效应,本文提出粗糙度系数（JRC）的统计估测方法．根据11064条表面轮廓曲线的测量统计资料,提供16种典型岩体结构面3个方向的粗糙度系数经验值．本文的JRC经验值可直接用于岩体结构面的力学参数估算．     

Toward a quick evaluation of the performance of gravity installed anchors in clay: Penetration and keying

Gravity installed anchors (GIAs) are the most recent generation of anchoring solutions to moor floating facilities for deepwater oil and gas developments. Challenges associated with GIAs include predicting the initial embedment depth and evaluating the keying performance of the anchor. The former involves high soil strain rate due to large anchor penetration velocity, while the later influences the subsequent behavior and pullout capacity of the anchor. With the coupled Eulerian–Lagrangian method, three-dimensional large deformation finite element models are established to investigate the penetration and keying of GIAs in non-homogeneous clay. In the penetration model, a modified Tresca soil model is adopted to allow the effects of soil strain rate and strain softening, and user-defined hydrodynamic drag force and frictional resistance are introduced via concentrated forces. In the keying model, the anchor line effects are incorporated through a chain equation, and the keying, diving and pulling out behaviors of the anchor can all be replicated. Parametric studies are undertaken at first to quantify the effects of various factors on the performance of GIAs, especially on the penetration and keying behaviors. Based on the results of parametric studies, fitted formulae are proposed to give a quick evaluation of the anchor embedment depth after the installation, and the shackle horizontal displacement, shackle embedment loss and anchor inclination at the end of the keying. Comparative studies are also performed to verify the effectiveness of the fitted formulae.