断层旋性与地震危险性

文中以“平行同旋走滑断层减震”的观点论证了兰州、北京、昆明这些位于强震活动区的大城市今后百年内不会发生 6 .5级以上地震。以“平行异旋走滑断层加震”的观点解释了西南棱形块体北边界和南边界在发生大震方面相互促进的现象。对于由构造分段求震级来说 ,在遇到不同的横交断层作为分段点时 ,还需考虑将来发震时始破裂点的位置以及发震断层的旋性 ,不然就会造成对震级估计不足 ,继而成为抗震建设的潜在不安全因素。在主震后为了预报余震的强度 ,可应用物理学中的科里奥利力理论 ,应用时必须知道断层类型和旋性。对于走滑断层来说 ,左旋余震弱 ,右旋余震强。例如 1997年藏北玛尼 7.5级地震 ,余震仅为 5 .3级 ,震级偏小 ,因主震为左旋的缘故 ;1976年唐山 7.8级地震 ,余震可达 7.1级 ,因主震是右旋。对于逆断层来说 ,上盘错动方向在当地子午面左侧者余震强度大 ,在右侧者余震强度弱。据此讨论了 1999年台湾南投 7.6级大震余震强度达 7.1级是因为主震为逆断层 ,上盘向西错动。     

重质碳酸钙干法超细与改性一体化工艺研究

在气流粉碎机中对重质碳酸钙进行干法超细与改性一体化工艺研究，通过控制改性剂种类，改性剂用量，给料粒度，给料速度，产品活化率达97％，吸油率16．20％，20天吸水率7．01％，白度91．5，粒度（d50)8.0um，碳酸钙的吸水和吸油率的均降低，对超细与改性一体化机理进行了讨论。     

西北干旱区水资源开发与生态环境问题

概述了西北干旱区水资源的特点和水资源开发利用状况，阐述了水资源的开发方式对生态环境的影响和作用，强调应该加强水资源的统筹规划和科学管理，合理开发利用水资源以保护西北干旱区脆弱的生态环境。     

Smooth constraint inversion technique in genetic algorithms and its application to surface wave study in the Tibetan Plateau

IntroductionThe dispersion phenomena, which can be observed when surface wave travels through the Earth interior, has been extensively applied in investigating the velocity structure of the Earth interior. Usually, the dispersion curve is a nonlinear function of the thickness, S and P wave velocities and density of each layer. Because surface wave inversion is a multiple-minima problem, the result strongly depends on the initial model in traditional linear inversion. Genetic algorithm (GA) …     

A discussion on the application of b-value to the prediction of seismic tendency

It has been recognized for a long time that the b-value in the Gutenberg-Richters fre-quency-magnitude relation (Gutenberg, Richter, 1954) tends to decrease before some of the earth-quakes (LI, et al, 1979, and the references therein). Since the 1980s, study on b-value has caused much attention among seismologists and physicists when b-value was related to the fractal dimen-sion of an earthquake fault (Aki, 1981; King, 1983) and/or the scaling constant in the model of self-organized critical…     

A research on grey numerical imitation and modeling of groundwater seepage system

Based on grey set, grey numbers and their operation properties, the grey numerical model of groundwater seepage system was set up for the first time, the whole grey solving method of the model was given and it was proved that the common solving method of the model was only a special case of the grey solving methods. At the same time, the grey solving method was compared widely with common solving method, classical numerical method. The study shows that the grey solving method is better in depicting the procedure of transporting grey data of groundwater system. On the basis of the theoretical study, two basic kinds of cases about groundwater seepage were selected: the prediction of pit yield and the evaluation of groundwater resources on a groundwater basin. In the cases, systematical analyses were made for generalization and greylization of the hydrogeologic conditions, setting up of the grey model, identification and correction of the model as well as its prediction and evaluation. It was pointed out that when the grey numerical model is used to predict pit yield, the upper limit of the “grey band” of groundwater level cannot be higher than planed safe groundwater level, when evaluating the groundwater resource, the lower limit of the “grey band” of groundwater level cannot be lower than controlled level of groundwater.     

微机双道原子荧光光度计测控系统设计

该系统采用串口通信方式完成嵌入式单片机系统^[1]和计算机之间通信，通过测量待测溶液和标样的荧光强度来计算待测液中某痕量元素的含量，该系统具有图形化友好菜单操作、可视化的曲线分析和数据处理等特点。     

胶东脉型金矿定量统计模型

胶东存在中深成和浅成两类脉型金矿。定量统计模型研究发现，形成于 挤压地球动力学环境的中深成脉型金矿，成矿深度相对深，规模大，矿化强，形成于拉张地球动力学环境的浅成脉型金矿，成矿深度相对浅，规模小，矿化弱。     

关于当代地球科学发展趋势的点滴认识

面对资源、环境、人口、地质灾害等人类的生产、生活乃至生存的严峻危机，需要我们掌握地球内部的客观规律，不断更新和寻找地球科学理论和新的思维方式，掌握地球科学发展趋势，以协调好人与自然、人地关系及社会经济和可持续发展理论，造福于人类。     

全球气候变化下青藏公路沿线冻土变化响应模型的研究

利用英国Hadley气候预测与研究中心GCM模型HADCM2预测的气温变化背景，分别提取青藏公路沿线地区在2009年，2049年和2099年的气温参数，考虑年平均气温和年平均地温的关系及年平均地温与海拔，纬度的关系模型，多年冻土下界分布模型和地温带分带，建立青藏公路沿线多年冻土下界分布的响应模型和多年冻土地温带的响应模型，研究结果表明，2009年青藏公路沿线的冻土变化较小，多年冻土极稳定带,稳定带和基本稳定带仅发生微弱的变化，基本稳定过渡带和不稳定带变化较大，多年冻土,逐渐退化，2049年青藏公路沿线多年冻土各地温带变化较大，但仍以基本稳定过渡带和不稳定带变化最大，多年冻土发生较大范围的退化；2099年后青藏公路沿线冻土发生了很大的变化，多年冻土发生大面积的退化，融区面积逐渐增大，多年冻土地温带也发生了较大的变化，其中多年冻土上带仅保留了稳定带，极稳定带全部消失，稳定带和基本稳定带全部转化为不稳定带。