东昆仑造山带海西—印支期东昆南前陆盆地构造岩相古地理   总被引：3，自引：0，他引：3  

田军  张克信  龚一鸣  王国灿 《现代地质》2001,15(1):21-26

地层相态的恢复对于研究非史密斯地层区沉积盆地的演化过程有着非常重要的意义。在1∶ 2 5万野外地质填图基础上作出了东昆仑造山带东段东昆南前陆盆地晚二叠世至中三叠世构造岩相古地理图 ,该系列图揭示了东昆南前陆盆地在 5个发展阶段中的岩相分布特征和空间上的古地理展布范围 ,即晚二叠世早期东昆南前陆盆地发育的初始阶段、晚二叠世晚期前陆盆地的扩展至短期萎缩阶段、早三叠世早期前陆盆地的再次扩展阶段、早三叠世晚期盆地发育的高峰阶段和中二叠世前陆盆地的萎缩至消亡阶段。东昆南前陆盆地的演化过程在一定程度上反映了构造对沉积的控制作用  相似文献   

郑州黄河岸边开采地下水对大堤稳定性影响     

宋志敏 《中国煤田地质》2001,13(1):48-50

通过对郑州市黄河大堤一线土体的沉降，压密固结，饱水砂土的地震液化研究，认为黄河大堤附近浅层地下水开采后所诱发的地面沉降，固结过程，不会对大堤造成危害，而饱水砂土的水位降低，还会减轻或消除地震时液化砂土现象，对大堤的稳定性有利。  相似文献   

地震勘探在山东蓬家夼金矿深部预测中的应用   总被引：2，自引：0，他引：2  

梁光河  蔡新平 《矿产与地质》2001,15(6):743-748

在分析了石油地震与金属矿地震不同点的基础上，简介了地震勘探方法的基本原理，并通过在山东蓬家夼金矿的实际应用，得到了理想的效果，为隐伏矿床的精确定位预测提供了十分重要的地球物理资料。  相似文献   

峨嵋山地区块体图的计算机绘制     

程学忠 《矿物岩石》2001,21(1):101-104

本文介绍了用计算机辅助设计软件AUTOCAD与三维动画软件3DMAX来绘制峨嵋山地区块体图的方法，以此为例子讲述了将地形图改画面三维图的具体操作步骤，并进一步论述了用计算机绘制块体图的方法有着广泛的应用及其实用价值。  相似文献   

地下水氘过量参数的演化   总被引：18，自引：4，他引：18  

尹观  倪师军 《矿物岩石地球化学通报》2001,20(4):409-411

本文详细地介绍了提出水体氘过量参数 (d值 )的依据、源于大气降水的地下水氘过量参数 (d值 )的演化特点、影响因素、误差来源 ,并分析和讨论了应用中的一些问题。  相似文献   

地地震多参数BP神经网络预测煤层厚度     

韩万林  张幼蒂  李梁 《煤田地质与勘探》2001,29(4):53-54

依据煤层反射波运动学和动力学特征，提取出了波峰波谷振幅A1、平均频率Fa、主频带能量Qf1、低频带宽能量Qf和峰值频率Fmain等5个地地震特征参数。选取8组学习样本，利用4层BP（Back Propagation)人工神经网络模型，采用动量法和自适应调整的改进算法，训练BP网络，用训练好的BP网络预测煤层厚度。经实例验证，地震多参数BP网络预测煤层厚度精度高，是一种有效的煤厚预测方法。  相似文献   

基于遗传算法的土性参数估计   总被引：1，自引：0，他引：1  

陈建锋  石振明  陈竹昌 《上海国土资源》2001,26(1):43-46

在土工问题的研究和分析中，土性参数的合理估计非常重要，根据工程中实测值反演土性参数不失为一种有效会计参数的新思路，文章采用遗传算法并结合Biot固结有限元数值法对一假设路堤的双层地基的一些主要土性参数进行反演，结果显示误差很小，收敛速度也很快，说明遗传算法这种新型的优化算法在土性参数优化估计中具有精度高、反演快的优越性，克服了传统优化方法一些缺点，因此值得在岩土工程领域参数优化中推广。  相似文献   

Recent applications of sliding block theory to geotechnical design   总被引：3，自引：0，他引：3  

Hoe I. Ling 《Soil Dynamics and Earthquake Engineering》2001,21(3)

The sliding block theory was proposed by Newmark for determining the permanent displacement of embankments and dams under earthquake loading. This paper highlights recent applications of sliding block theory to different geotechnical structures. The equations to determine seismic factor of safety, yield acceleration and permanent displacement are given for rock block, soil slope, landfill cover, geosynthetic-reinforced soil retaining wall, and composite breakwater. The presented equations for seismic stability degenerate to that of static stability in the absence of earthquake. The permanent displacement for various structures can be obtained from that of a horizontal sliding block through a correction factor. A simplified procedure is included for the permanent displacement under vertical acceleration. The sliding block approach is rational for design under high seismic load.  相似文献   

A note on the useable dynamic range of accelerographs recording translation   总被引：2，自引：0，他引：2  

M. D. Trifunac  M. I. Todorovska 《Soil Dynamics and Earthquake Engineering》2001,21(4)

Since the late 1970s, the dynamic range and resolution of strong motion digital recorders have leaped from 65 to 135 dB, opening new possibilities for advanced data processing and interpretation. One of these new possibilities is the calculation of permanent displacement of the ground or of structures, associated with faulting or with non-linear response. Proposals on how permanent displacements could be recovered from recorded strong motion have been published since 1976. The analysis in this paper concludes that permanent displacements of the ground and of structures in the near-field can be calculated provided all six components of strong motion (three translations and three rotations) have been recorded, and the records are corrected for transducer rotation, misalignment and cross-axis sensitivity.  相似文献   

Evolution of accelerographs, data processing, strong motion arrays and amplitude and spatial resolution in recording strong earthquake motion   总被引：1，自引：0，他引：1  

M. D. Trifunac  M. I. Todorovska 《Soil Dynamics and Earthquake Engineering》2001,21(6)

This paper presents a review of the advances in strong motion recording since the early 1930s, based mostly on the experiences in the United States. A particular emphasis is placed on the amplitude and spatial resolution of recording, which both must be ‘adequate’ to capture the nature of strong earthquake ground motion and response of structures. The first strong motion accelerographs had optical recording system, dynamic range of about 50 dB and useful life longer than 30 years. Digital strong motion accelerographs started to become available in the late 1970s. Their dynamic range has been increasing progressively, and at present is about 135 dB. Most models have had useful life shorter than 5–10 years. One benefit from a high dynamic range is early trigger and anticipated ability to compute permanent displacements. Another benefit is higher sensitivity and hence a possibility to record smaller amplitude motions (aftershocks, smaller local earthquakes and distant large earthquakes), which would augment significantly the strong motion databases. The present trend of upgrading existing and adding new stations with high dynamic range accelerographs has lead to deployment of relatively small number of new stations (the new high dynamic range digital instruments are 2–3 times more expensive than the old analog instruments or new digital instruments with dynamic range of 60 dB or less). Consequently, the spatial resolution of recording, both of ground motion and structural response, has increased only slowly during the past 20 years, by at most a factor of two. A major (and necessary) future increase in the spatial resolution of recording will require orders of magnitude larger funding, for purchase of new instruments, their maintenance, and for data retrieval, processing, management and dissemination. This will become possible only with an order of magnitude cheaper and ‘maintenance-free’ strong motion accelerographs. In view of the rapid growth of computer technology this does not seem to be (and should not be) out of our reach.  相似文献