栖霞东北地区成矿地质条件及找矿预测

胶东栖霞东北部地区处于挤压与拉伸并存的地球动力学环境，发育韧－脆性剪切带，NE－NNE向新型，层间滑动断层3种构造类型，控制着韧性剪切带型，微细浸浸型，层间滑动角砾岩型金矿化的产出，根据成矿地质条件，划分出藏家庄盆地周边和金山－庙后地区两个成矿预测区，有望取得找矿突破。     

Discrete‐time variable structure control method for seismic‐excited building structures with time delay in control

The discrete‐time variable structure control method for seismically excited linear structures with time delay in control is investigated in this paper. The control system with time delay is first discretized and transformed into standard discrete form which contains no time delay in terms of the time delay being integer and non‐integer times of sampling period, respectively. Then the discrete switching surface is determined using ideal quasi‐sliding mode and discrete controller is designed using the discrete approach‐law reaching condition. The deduced controller and switching surface contain not only the current step of state feedback but also linear combination of some former steps of controls. Numerical simulations are illustrated to verify the feasibility and robustness of the proposed control method. Since time‐delay effect is incorporated in the mathematical model for the structural control system throughout the derivation of the proposed algorithm, system performance and dynamic stability are guaranteed. Copyright © 2002 John Wiley & Sons, Ltd.     

Response of unbounded soil in scaled boundary finite‐element method

The scaled boundary finite‐element method is a powerful semi‐analytical computational procedure to calculate the dynamic stiffness of the unbounded soil at the structure–soil interface. This permits the analysis of dynamic soil–structure interaction using the substructure method. The response in the neighbouring soil can also be determined analytically. The method is extended to calculate numerically the response throughout the unbounded soil including the far field. The three‐dimensional vector‐wave equation of elasto‐dynamics is addressed. The radiation condition at infinity is satisfied exactly. By solving an eigenvalue problem, the high‐frequency limit of the dynamic stiffness is constructed to be positive definite. However, a direct determination using impedances is also possible. Solving two first‐order ordinary differential equations numerically permits the radiation condition and the boundary condition of the structure–soil interface to be satisfied sequentially, leading to the displacements in the unbounded soil. A generalization to viscoelastic material using the correspondence principle is straightforward. Alternatively, the displacements can also be calculated analytically in the far field. Good agreement of displacements along the free surface and below a prism foundation embedded in a half‐space with the results of the boundary‐element method is observed. Copyright © 2001 John Wiley & Sons, Ltd.     

南昆线八渡K343滑坡的工程地质条件及治理研究

地质与物探综合研究表明 ,八渡滑坡是由于砂岩强风化层顶部富含高岭土等矿物 ,暴雨后饱水变为易流层 ,引起强风化和松散层重力失稳。滑动体厚度 2 0m左右 ,滑动面积近 3万m2 ,滑动体积约 6 0万m3 。在查清了地质条件的基础上 ,提出了抗滑与治水并重的治理方案.     

山西离柳地区生态地球化学环境中氟与人群健康关系的研究

为了研究不同生态地球化学区内元素对人体健康的影响 ,在山西离柳地区西部 ,以氟为例 ,运用地下水化学热力学、化学动力学及统计分析 ,得出 :(1)地氟病患病率及病情轻重程度 ,与水 (土 )中F-总量 (F总)及活度 (aF- )、络合物活度 (aMF)及其饱和指数 (βMF)呈正相关关系 ,符合一般规律 ;(2 )氟的不同存在形态的致病作用是aF- >F总 ,aNaF0 >aCaF+>aMgF+,βNaF0 >βCaF+>βMgF+;(3)水循环交替条件及有关组分含量与病情轻重密切相关。研究结果为防治地氟病和地方性病症提供了定性、定量依据 ,也为同类研究提出了新的途径     

三维有限差分法中提高计算水平磁场准确度的方法

为提高三维有限差分法的计算准确度，本文用地表边条件修改了原来的计算程序．新方法新程序通过计算Wannamaker等的模型，检验其效果．结果表明，新程序显著提高了水平磁场值的准确性，同时也改进了垂直分量的计算．      

地下热泉的形成条件与地震

根据湖南省地下热泉的分布情况，对其形成条件进行了综合分析，研究了地下热泉形成条件与地震的关系，提出了充分利用地下热泉的综合观测，为湖南的地震活动提供前兆信息的建议。     

两相介质动力学问题的研究进展

本回顾了两相多孔介质研究的历史，包括基本运动微分方程，两相介质中弹性波的传播性质，两相介质动力问题的解析方法及数值方法，以及数值方法中涉及的人工边界条件，并指出其中存在的问题和今后值得研究的方向。     

Geochemistry of Late Permian to Early Triassic pelagic cherts from southwest Japan: implications for an oceanic redox change

Major, trace, and rare earth element abundances were determined for the southwestern Japanese pelagic chert sequence from the early Late Permian to early Early Triassic to investigate a redox change in deep-sea pelagic environments before and at the Permo-Triassic boundary (PTB) (251 Ma). The sequence was primarily deposited in the deep-sea of the superocean Panthalassa, and then was accreted to Japan in the Middle Jurassic. A remarkable lithostratigraphic change from red chert to siliceous∼carbonaceous claystone through gray chert is observed in this sequence. Constituent elements for these sedimentary rocks are essentially derived from two sources: (1) an ancient seawater via biogenic (mainly radiolarian), hydrothermal, and authigenic materials and (2) an average shale-like terrigenous material. The present measurement demonstrates significant stratigraphic changes of the Ce/Ce_non-ter* value (estimated Ce anomaly value of non-terrigenous component, recalculated by subtraction of terrigenous REEs from bulk REEs) and the (Mn/TE)_sample/(Mn/TE)_PAAS value (excess Mn component other than terrigenous one; TE=terrigenous elements including Ti, Al, Nb, Hf, Th; PAAS=Post-Archean Average Australian Shale) in the Permian chert. The Ce/Ce_non-ter* values increase from <0.2 to 1 and the (Mn/TE)_sample/(Mn/TE)_PAAS values decrease up-section, suggesting that the redox condition of deep-sea open-ocean changed from oxic to suboxic in an interval of approximately 10 Myr. The (∑Fe/TE)_sample/(∑Fe/TE)_PAAS and (Mn/TE)_sample/(Mn/TE)_PAAS values of carbonaceous claystone near or at the PTB are less than unity, suggesting that reductive dissolution of iron and manganese occurred under an anoxic condition. This supports the idea of the PTB oceanic anoxia in the superocean Panthalassa. The present data suggest that the anoxic condition prevailed in the deep-sea pelagic regions for an extremely long period, much more than 10 Myr, from the middle Late Permian to early Early Triassic. This long-term development of widespread oceanic anoxia may have been linked to the greatest mass extinction of the Phanerozoic.     

网状河流研究进展述评

网状河流作为一种新的冲积河流类型已经引起地貌学家、水利学家和沉积学家的关注 ,成为河流地貌领域、河流沉积领域以及河流水动力领域的研究热点之一。本文在介绍网状河流基本概念的基础上 ,综合国内外的研究成果 ,从河流的平面形态、边界条件、沉积特征、水动力条件以及在河型演化序列中的位置等方面 ,对网状河流的研究进展作一较全面的述评 ,并指出目前研究的薄弱环节 ,以利于研究者把握网状河流的研究现状 ,并推动对网状河流的进一步探讨。