内蒙古翁公敖包航磁异常的推断与解释

文章对内蒙古四子王旗—土默特右旗中北部近年发现的翁公敖包航磁异常进行推断与解释,在对找矿有望的航磁异常进行筛选后,对翁公敖包航磁异常进行了野外地质-地球物理查证,确定异常为铁矿所致;采用向上延拓、垂向导数、斜导数及小波变换等方法对航磁异常进行数据转换处理,以获取铁矿体的横向及纵向分布信息,取得了较好的效果。     

Ba同位素揭示上地幔中广泛存在再循环的沉积物

正Ba同位素由于具有在低温环境中分馏的特性,相比放射性同位素与微量元素,可以更好地示踪地球深部动力学过程中的再循环物质。研究表明沉积物与蚀变洋壳具有明显不同的Ba同位素组成(沉积物富集来自重晶石的Ba),使得Ba同位素成为研究表层与地幔储库间物质交换的有力工具。最近美国伍兹霍尔海洋研究所报道了来自全球洋中脊的21个MORB样品的Ba、Sr、Nd同位素和微量元素组成以及两个钻井中沉积物和蚀变洋壳     

湖南仁里稀有金属矿田206号锂辉石伟晶岩脉地球化学特征及成矿时代

湖南仁里稀有金属矿田是中国近年来新发现的一处重要的花岗伟晶岩型铌、钽、锂等稀有金属矿产地,文章针对矿田含锂伟晶岩地球化学特征、成矿时代及其与花岗岩的关系,选取传梓源锂铌钽矿床内规模最大的206号锂辉石伟晶岩脉开展地球化学和白云母Ar-Ar定年工作,并与区内其他伟晶岩、花岗岩的地球化学特征、成岩时代对比分析.传梓源206号锂辉石伟晶岩属高分异稀有金属伟晶岩,形成时代为(135.4±1.4)Ma,岩石地球化学表现为高硅、高铝、低钙、相对富碱、钙碱性及过铝质特征;稀土元素总量很低,以轻稀土元素为主;微量元素富集Cs、Rb、U、Ta、Nb、Zr、Hf,相对亏损Ba、Ti,Zr/Hf、Nb/Ta比值低且集中.幕阜山地区稀有金属成矿可分为2期:第1期稀有金属成矿时代约145 Ma,与燕山早期岩浆活动有关;第2期稀有金属成矿时代135～125 Ma,为主成矿期,该期稀有金属伟晶岩与燕山晚期的二云母二长花岗岩存在成因联系,两者为同源岩浆连续结晶分异过程中不同阶段的产物.稀有金属富集成矿经历了岩浆-热液两阶段作用,Be、Nb、Ta、Li、Rb、Cs等稀有元素的富集多发生于岩浆结晶分异晚期,热液作用使Ta、Li、Rb、Cs再次富集.     

Flood-prone area mapping using machine learning techniques: a case study of Quang Binh province,Vietnam

Natural Hazards - Vietnam’s central coastal region is the most vulnerable and always at flood risk, severely affecting people’s livelihoods and socio-economic development. In...     

湖南仁里稀有金属矿田36号伟晶岩地球化学特征、成矿时代及其意义

位于幕阜山岩体西南缘的仁里稀有金属矿田是近年来华南地区新发现的一处重要花岗伟晶岩型稀有金属矿产地,铌钽矿体赋存于岩体内外接触带伟晶岩中,具有明显成矿分带性.文章选取仁里矿床岩体内接触带36号伟晶岩脉为研究对象,开展伟晶岩的地球化学及云母Ar-Ar年代学研究,探讨其与花岗岩围岩成因关系及岩体内接触带伟晶岩的成岩成矿时代,以丰富仁里矿田稀有金属成矿作用研究.研究表明,36号伟晶岩具高硅(w(SiO2)为72.87％～76.21％)、高铝(w(Al2O3)为13.69％～15.14％)、低钙镁铁、相对富碱(w(Na2O+K2O)为6.59％～8.33％)、(高钾)钙碱性及过铝质特征;微量元素总体富集Nb、Ta、Hf、U等高场强元素(HFSE),相对亏损Ba、Sr等离子亲石元素(LILE);稀土元素总量(ΣREE)13.95×10-6～71.63×10-6,轻稀土元素富集,重稀土元素亏损,具壳源特征.白云母Ar-Ar坪年龄为早白垩世(136.6±1.4)Ma,成矿作用发生于仁里矿田稀有金属大规模成矿的早阶段.地球化学及矿物学特征显示,36号伟晶岩与花岗岩围岩具有良好的演化关系,结合野外观察现象及成岩年龄,认为36号伟晶岩为花岗质岩浆侵位后残余岩浆结晶分异的产物,母岩为中粗粒片麻状黑云母二长花岗岩.     

硬土软岩滑坡近水平滑移的离心机模型试验研究

中国西北地区存在大量的新近纪硬土软岩滑坡灾害,为研究该类滑坡的变形特征,开展两组离心机模型试验模拟滑带劣化引起滑坡变形破坏的全过程,获取模型坡体土压及位移的实时变化曲线。研究表明,当软弱带强度降低时,硬土软岩滑坡的上部滑体呈块体状滑动,在快速运动滑动过程中,滑体呈现块状平移,不会彻底解体、液化;硬土软岩滑坡中前部出现水平应力集中,导致下伏滑带塑性流动变形,诱发其中前部上覆滑体的水平运动,并向滑坡后缘扩展,最终形成多级水平滑动。     

Selection of sand models and identification of parameters using an enhanced genetic algorithm

Numerous constitutive models of granular soils have been developed during the last few decades. As a consequence, how to select an appropriate model with the necessary features based on conventional tests and with an easy way of identifying parameters for geotechnical applications has become a major issue. This paper aims to discuss the selection of sand models and parameters identification by using genetic algorithm. A real‐coded genetic algorithm is enhanced for the optimization with high efficiency. Models with gradually varying features (elastic‐perfectly plastic modelling, nonlinear stress–strain hardening, critical state concept and two‐surface concept) are selected from numerous sand models as examples for optimization. Conventional triaxial tests on Hostun sand are selected as the objectives in the optimization. Four key points are then discussed in turn: (i) which features are necessary to be accounted for in constitutive modelling of sand; (ii) which type of tests (drained and/or undrained) should be selected for an optimal identification of parameters; (iii) what is the minimum number of tests that should be selected for parameter identification; and (iv) what is the suitable and least strain level of objective tests to obtain reliable and reasonable parameters. Finally, a useful guide, based on all comparisons, is provided at the end of the discussion. Copyright © 2015 John Wiley & Sons, Ltd.     

An approach to the modeling of viscoelastic damage. Application to the long‐term creep of gypsum rock materials

A three‐dimensional phenomenological model is developed to describe the long‐term creep of gypsum rock materials. The approach is based on the framework of continuum damage mechanics where coupling with viscoelasticity is adopted. Specifically, a local damage model based on the concept of yield surface is proposed and deeply investigated. Among the many possibilities, we choose in this work its coupling with a generalized Kelvin–Voigt rheological model to formulate the whole behavior. Long‐term as well as short‐term relaxation processes can be integrated in the model by means of as many as necessary viscoelastic processes. The numerical discretization is described for an easy integration within a finite element procedure. Finally, a set of numerical simulations is given to show the possibilities of the presented model. It shows good agreement with some experimental results found in the literature. Copyright © 2012 John Wiley & Sons, Ltd.     

The position of the lowest levels in the boundary layer of atmospheric circulation models

Abstract

The error associated with the position of the lowest wind level in atmospheric boundary‐layer modelling is studied in connection with vertical resolutions typical of parametrization schemes for atmospheric circulation models. The test case is the neutrally stratified steady‐state boundary layer. Finite‐difference and finite‐element schemes of two types are used: in one case the lowest wind level is centred with respect to the surface and the lowest internal level where the shear stress is calculated, in the other case the lowest wind level is set very close to the surface (5 m). It is found that schemes of the latter type underestimate the friction force at the lowest level and consequently overestimate the wind and the surface stress. This error is largest at low resolution since it is due to the uncentring of the lowest wind level with respect to the stress levels. The error in schemes of the former type is different, and is associated with the determination of the surface stress from a wind at a height that may exceed the extent of the surface layer. For all neutral cases, this error can be made small by adding a corrective term to the traditional logarithmic formulation. This paper shows that considerably more error is generated by uncentred differencing than by deepening the surface layer.     

Internal erosion of chemically reinforced granular materials: a mathematical modeling approach

Internal erosion (IE) affects the stability of natural and reinforced materials by causing instability within their granular structure. The dislodgement and transport of eroded particles affect both the particulate concentration of eroding fluid and the pore network of eroded material. In this study, we examined these modifications using a transport model with a finite element code. First, IE tests on chemically reinforced sand columns were performed to obtain information about eroded material loss of mass, particulate concentration of effluent, porosity and permeability modifications, and existing IE stages. Second, based on experimental results, a mathematical one‐dimensional model has been formulated to monitor the evolution and spatial distribution of erodible solids, fluidized particles, porosity, permeability, and seepage stresses. The model consists of a set of coupled nonlinear differential equations solved in sequence. It provides valuable information about the extent and the dynamics of structural changes, which can be used to estimate an IE time for the hydraulic work to reach failure. Copyright © 2011 John Wiley & Sons, Ltd.