Finite element analysis of the effect of corrosion on the behavior of reinforced earth walls

A simple model for the corrosion‐induced loss of stiffness and strength of the steel strips of earth‐reinforced walls was introduced in a finite element simulation of the long‐term behavior of the wall, in which the backfill‐strips interactions are taken into account by means of a generalized homogenization procedure (called a multiphase model). The results show an initial phase of slow displacements induced by the loss of stiffness, followed after a few decades by a steep acceleration of the displacements, leading to wall failure. The influences of the parameter controlling corrosion, the backfill cohesion and the heterogeneity of the corrosion process are discussed. Results are used to discuss a strategy for reinforced earth wall surveillance. Copyright © 2011 John Wiley & Sons, Ltd.     

内蒙古贺根山蛇纹岩化流体来源的H-O-B同位素地球化学制约

对内蒙古贺根山蛇绿岩带内3个采样点的蛇纹岩样品开展了主量、微量元素和H-O-B同位素分析,以揭示其构造属性、蛇纹石化温度和流体来源。贺根山蛇纹岩具有低Al_2O_3含量(0.2%~1.3%)、高Mg~#(89~92)特征,为难熔地幔残余。蛇纹岩的U型稀土元素配分模式、相对富集LILE和亏损HFSE的微量元素地球化学特点,反映其原岩为化学成分高度亏损的俯冲带型(SSZ)超基性岩。样品的dD值相对均一(dD=-120‰~-133‰);理论计算显示,这些蛇纹岩的H同位素组成可能是蛇绿岩剥露地表后与区域大气降水发生再平衡作用的结果。贺根山蛇纹岩的d~(18)O变化在4.3‰~9.8‰之间,反映不同地点蛇纹石化的温度存在差别:其中贺根山东样品具有相对较高的d~(18)O值(d~(18)O=7.7‰~9.8‰),蛇纹石化温度为90~130℃,同时部分样品中出现碳酸盐矿物,表明蛇纹石化作用发生在近海底环境;小坝梁样品具有最低的d~(18)O值(d~(18)O=4.3‰~5.0‰),其蛇纹石化温度在205~235℃之间;贺根山南样品的d~(18)O值变化范围较大(d~(18)O=6.0‰~9.7‰),其蛇纹石化温度在90~170℃之间。3个采样点蛇纹岩的d~(11)B值也显示出一定的变化(d~(11)B=9.1‰~14.7‰),指示蛇纹石化流体来源于脱水的蚀变洋壳和海底沉积物;理论模拟和计算结果显示,这些板片流体的d~(11)B值变化在15‰~25‰之间。     

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湘西合仁坪钠长石-石英脉型金矿床围岩蚀变及质量平衡

湘西柳林汊一带钠长石-石英脉型金矿十分发育。为了揭示该区金矿的成矿物质来源、成矿过程及成矿流体信息,对该区最典型的合仁坪钠长石-石英脉型金矿床围岩蚀变特征进行研究,并利用标准化Isocon图解法,对围岩蚀变过程中物质带入、带出进行质量平衡计算。结果表明:合仁坪金矿床的围岩蚀变主要包括绢云母化(褪色化)、黄铁矿化和绿泥石化,其中褪色化分布最为广泛,是该区金矿床最重要的蚀变类型;在合仁坪金矿床形成过程中,围岩中的Al2O3为惰性组分,Na2O、Sr、V、Cr、W、Nb、Th及部分挥发分(S、CO2和H2O)等组分被带入围岩中,而SiO2、Fe2O3、K2O、CaO、MgO、Cu、As、Pb、Zn、Ni、Co、Sb、Li、Rb、Ba等组分从围岩中迁出;轻稀土元素的迁出程度远远大于重稀土元素,围岩蚀变过程中轻、重稀土元素发生强烈的分异;矿脉中钠长石的钠质并非来自赋矿围岩,而是由成矿流体从外界带入的;矿脉石英中硅质则部分来自赋矿围岩。     

Prediction of railway ground vibrations: Accuracy of a coupled lumped mass model for representing the track/soil interaction

Recent advances in railway-induced ground vibrations showed that the track/soil interaction plays an important role in the low frequency range. This paper contributes to the numerical analysis of train/track/foundation dynamics by presenting the accuracy of a coupled lumped mass (CLM) model devoted to the railway foundations and to the track/soil coupling. Following a summary of the background and the advantages of the CLM model, the coupling strategy is quantified through two application cases. Firstly, the dynamic track deflection is calculated for different railway lines considering various degrees of complexities of foundations. Then, the foundation responses are compared depending on whether detailed coupling is introduced or not. The benefit of the proposed model is emphasized by presenting free-field ground vibration responses generated by a tram and a high-speed train, obtained by a revisited two-step prediction model developed by the authors.     

新疆阿拉套山花岗岩类的岩石化学

新疆阿拉套山南坡东西向展布的花岗岩石的岩石化学研究表明，本区同时存在Ｉ型和Ｓ型两种类型的花岗岩，其分布受构造环境控制，靠近古板块缝合线为Ｉ型花岗岩分布区、远离古板块缝合线为Ｓ型花岗岩分布区。源岩性质和作用强弱等因素可能是造成岩石化学成分差异的原因。     

地图手工数字化对点误差的统计分布

定义了对点误差,导出了统计分布密度和分布函数,给出了矩母函数、特征函数和数字特征,以及对点误差及其投影分量和标准化分布。     

A hybrid discrete–finite element model for numerical simulation of geomaterials

A hybrid discrete–finite element model is introduced for simulation of mechanical behavior of geomaterials. The soil or rock is modeled as a system of discrete balls that interact through normal and shear springs. The balls can be bonded at the contact points to withstand the applied deviatoric stresses. The important feature of this model is that the confining walls that can be imagined for example as the surrounding membrane or the mold in a physical test are modeled by deformable finite elements. This allows simulation of laboratory test features more realistically compared to the situations where the surrounding walls are rigid. The relationships between micro- and macro-properties are investigated in this paper as well. These relationships and the corresponding curves are helpful tools in calibration of the numerical model for the macroscopic elastic properties.