矿井地质条件分类指标初探

本文通过对矿井地质条件分类指标进行探讨，提出“同采地质块段”作为矿井地质条件分类的唯一指标，并在廿台河矿区取得了较好的应用效果。     

安康汉江二桥南侧膨胀土滑坡特征分析

膨胀土是具有较大胀缩变形能力的特殊性粘土，膨胀土斜坡地区极易发生滑坡等地质灾害，本文根据安康汉江二号桥南侧滑坡勘察资料，较全面地介绍了该膨胀土滑坡特征，为滑坡根治提供了充分的地质依据。     

T—R旋回层序在东淮凹陷前梨园地区Es3^3亚段储层研究中的应用

依据对东濮凹陷前梨园地区测井、岩芯和高分辨率地震资料的综合研究，可将Es3^3亚段划分为三个湖进-湖退（T-R）旋回沉积层序，自底往上，Es3^3I层序发育辫状三角洲-半深湖沉积体系，Es3^3ⅡEs3^3Ⅲ层序则以扇 三角洲-半深湖、深湖-湖底扇沉积体系为主，由沉积层序的区域对比和沉积体系的空间展布，建立起了前梨园地区Es3^3亚段高分辨率等时地层格架，将储集岩层置于等时界面限定的沉积层序中进行划分和对比，可精确地解释砂体的成因及其横向变化规律。     

沮漳河现代沉积研究

通过对沮漳河 1994～ 1998年洪水期与枯水期沉积的连续观察研究 ,指出了洪水期与枯水期沉积物搬运的不同机制和过程 ,识别出了 16种岩石相及 6种组合类型 ,每种组合的水动力条件及沉积过程决定了其沉积方式、沉积序列、产出位置和微环境特点。据此 ,将沮漳河可划分为 4个沉积微相单元 :河道内砾石及砂坝 ,典型凸岸点坝 ,决口扇与广布的河漫滩。提出了曲流河两个相邻弯顶之间存在凹岸滩坝的可能性 ,探讨了曲流河“二元结构”的形成过程和加积机理     

走滑拉分作用与相山产铀火山盆地的就位

相山火山盆地是我国著名的产铀火山盆地。本文依据相山盆地深部地质研究成果以及大陆动力学理论，探讨了相山产铀火山盆地的就位机制。研究表明，相山火山盆地火山活动划分为两个旋回，其就位受制于区域深断裂的走滑拉分作用。即第一旋回的火山机构就位于NE向深断裂右旋走滑复活产生的EW向拉分构造，形成了东西向展布的裂隙式火山喷溢带；第二旋回的火山机构就位于NE向深断裂左旋走滑复活产生的SN向拉分构造与EW向基底断裂的结点，产生了中心式火山岩浆喷溢侵出。此外，还探讨了富大铀矿的形成机制。     

Study on the relationship between geothermal exploitation and seismic activity in Xi’an region

Based on the analysis of the induced earthquakes in China and abroad, we get some ideas about earthquakes induced by pumping water out of a well or injecting water into a well. The induced earthquakes usually occur near the well, and they are generally small earthquakes. The earthquake sources are shallow, and they belong to the main shock-after shock type of earthquake or the swarm-type of earthquake. The magnitude and the quantity of the induced earthquakes obviously depend on the pressure and the quantity of water pumped or injected. These earthquakes happen as soon as pumping or injecting occurrence, or after ten or twenty days, they may occur at the time of injecting mud or injecting high pressure water when a well is being drilled, or at the time when the ground water is being normally exploited. A large quantity of hot water has been exploited since 1990 in Xi’an, and the quantity of water exploited has been increasing year by year, as a result the groundwater level has been dropping with the water pumped out and the water level is high in summer and low in winter. The earthquakes in Xi’an region belong to the solitary-type and they spread outside Xi’an city where the wells are concentrated but no earthquake happens. The seismic frequency and the energy released have no relation with the quantity of water exploitation or the water level in the well. It is considered that geothermal exploitation does not induce earthquakes in and around Xi’an because of its specially geological condition. Foundation item: Project sponsored by the Landslide Office of Shaanxi Province and Society of Disaster Reduction of Shaanxi Province.     

Quaternary vertical offset and average slip rate of the Nojima Fault on Awaji Island, Japan

Abstract Drilling was carried out to penetrate the Nojima Fault where the surface rupture occurred associated with the 1995 Hyogo-ken Nanbu earthquake. Two 500 m boreholes were successfully drilled through the fault zone at a depth of 389.4 m. The drilling data show that the relative uplift of the south-east side of the Nojima Fault (south-west segment) was approximately 230 m. The Nojima branch fault, which branches from the Nojima Fault, is inferred to extend to the Asano Fault. From the structural contour map of basal unconformity of the Kobe Group, the vertical component of displacement of the Nojima branch–Asano Fault is estimated to be 260–310 m. Because the vertical component of displacement on the Nojima Fault of the north-east segment is a total of those of the Nojima Fault of the south-west segment and of the Nojima branch–Asano Fault, it is estimated to total to 490–540 m. From this, the average vertical component of the slip rate on the Nojima Fault is estimated to be 0.4–0.45 m/10³ years for the past 1.2 million years.     

Crack-filling clays and weathered cracks in the DPRI 1800 m core near the Nojima Fault, Japan: Evidence for deep surface-water circulation near an active fault

Abstract Crack-filling clays and weathered cracks were observed in the Disaster Prevention Research Institute, Kyoto University (DPRI) 1800 m cores drilled from the Nojima Fault Zone, which was activated during the 1995 Hyogo-ken Nanbu earthquake (Kobe earthquake). The crack-filling clays consist mainly of unconsolidated fine-grained materials that fill opening cracks with no shear textures. Most of the cracks observed in the DPRI 1800 m cores are yellow-brown to brown in color due to weathering. Powder X-ray diffraction analyses show that the crack-filling clays are composed mainly of clay minerals and carbonates such as siderite and calcite. Given that the top of the borehole is approximately 45 m above sea level, most of the core is far below the stable groundwater table. Hence, it is suggested that the crack-filling clays and weathered cracks in the cores taken at depths of 1800 m were formed by the flow of surface water down to the deep fractured zone of the Nojima Fault Zone during seismic faulting.     

Neuro‐control of seismically excited steel structure through sensitivity evaluation scheme

The neuro‐controller training algorithm based on cost function is applied to a multi‐degree‐of‐freedom system; and a sensitivity evaluation algorithm replacing the emulator neural network is proposed. In conventional methods, the emulator neural network is used to evaluate the sensitivity of structural response to the control signal. To use the emulator, it should be trained to predict the dynamic response of the structure. Much of the time is usually spent on training of the emulator. In the proposed algorithm, however, it takes only one sampling time to obtain the sensitivity. Therefore, training time for the emulator is eliminated. As a result, only one neural network is used for the neuro‐control system. In the numerical example, the three‐storey building structure with linear and non‐linear stiffness is controlled by the trained neural network. The actuator dynamics and control time delay are considered in the simulation. Numerical examples show that the proposed control algorithm is valid in structural control. Copyright © 2001 John Wiley & Sons, Ltd.     

Trace Elements Analysis of Geological Samples by Laser Ablation Inductively Coupled Plasma Mass Spectrometry

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