岷江上游干扰岸坡主要表生地质灾害分布特征及成因浅析   总被引：3，自引：0，他引：3  

蒋良文  王士天等 《地质灾害与环境保护》2002,13(1):13-17

岷江上游地处我国著名的南北向地震带的中段，因其特定的地质环境导致区内表生地质灾害极为严重。通过对岷江上游（汶川以上）河段的崩塌、滑坡、泥石流等表生地质灾害的调查研究，其分布沿岷江两岸具有明显的分段特征与河谷地貌分段基本一致，它们形成发展与特定地形地貌、易崩滑或软弱地层、特殊的构造部位、降雨等密切相关。  相似文献   

Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF     

Chunxiang Li 《地震工程与结构动力学》2002,31(4):897-919

Multiple tuned mass dampers (MTMD) consisting of many tuned mass dampers (TMDs) with a uniform distribution of natural frequencies are taken into consideration for attenuating undesirable vibration of a structure under the ground acceleration. A study is conducted to search for the preferable MTMD which performs better and is easily manufactured from the five available models (i.e. MTMD‐1 – MTMD‐5), which comprise various combinations of the stiffness, mass, damping coefficient and damping ratio in the MTMD. The major objective of the present study then is to evaluate and compare the control performance of these five models. The structure is represented by its mode‐generalized system in the specific vibration mode being controlled by adopting the mode reduced‐order approach. The optimum parameters of the MTMD‐1 – MTMD‐5 are investigated to reveal the influence of the important parameters on their effectiveness and robustness using a numerical searching technique. The parameters include the frequency spacing, average damping ratio, tuning frequency ratio, mass ratio and total number. The criteria selected for the optimum searching are the minimization of the maximum value of the displacement dynamic magnification factor (DDMF) and that of the acceleration dynamic magnification factor (ADMF) of the structure with the MTMD‐1 – MTMD‐5 (i.e. Min.Max.DDMF and Min.Max.ADMF). It is demonstrated that the optimum MTMD‐1 and MTMD‐4 yield approximately the same control performance, and offer higher effectiveness and robustness than the optimum MTMD‐2, MTMD‐3, and MTMD‐5 in reducing the displacement and acceleration responses of structures. It is further demonstrated that for both the best effectiveness and robustness and the simplest manufacturing, it is preferable to select the optimum MTMD‐1. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

四川石棉县首次发现独特的自然铂矿床   总被引：4，自引：0，他引：4  

骆耀南  何虹  李云泉  肖文才  盛东劲  霍佳庆 《四川地质学报》2002,22(4):198-200

攀西地区大片前震旦纪结晶基底杂岩中产出有众多的前晋宁期层状侵入体，其间可见钒钛磁铁矿化，铬铁矿化，最近在石棉境内新发现一处含铂矿化体呈层状，网脉状产于层状侵入体中，且多以自然铂单矿物存在。伴生主要矿物为磁铁矿，钛铁矿，黄铁矿，黄铜矿等。初步认为该矿床类型属产于层状铁质基性-超基性岩与铜硫化物-钡钛磁铁矿有关的构造-热液再活化型自然铂矿床。  相似文献   

县市级政府决策信息系统的开发应用:专业GIS 软件SK set V4 .0功能介绍———以贵州沿河土家族自治县资源遥感信息系统为例   总被引：1，自引：0，他引：1  

周立新  莫源富  张家仁  杨炜 《中国岩溶》2002,21(2):145-151

SK setV4.0是中国地质科学院岩溶地质研究所GIS中心2001年4月开发成功的、具有自主板权的专业GIS平台软件。它集成了现今较为先进的组件、控件重用，面向对象编程等技术，并以美国Inprise公司的BorladnC^ Builder编译软件为开发平台，提供了全中文菜单环境，不仅具有基本信息和多图层查询、相关分析动态监测、多因子分析、图斑编辑、自动演示、系统维护等功能，而且还具有快速响应的工具条、友好的对话框和较强的纠错机制，很适合缺乏专业GIS人才的县市级政府管理部门使用。文中还以贵州省沿河县资源遥感信息系统为例，对SK setV4.0的功能和使用方法进行了具体的介绍。  相似文献   

华容县注滋口大桥12#墩钻孔灌注桩成井措施与施工实践     

明邵军 《湖南地质》2002,21(3):207-210

华容县注滋口大桥12#墩钻孔灌注桩工程条件极差，经多种方法试验，最后采用了经济合理的冲击与回旋相结合的处理措施，成功地解决了上部大厚度、大体积的块石层及下部砂砾层整体失稳等技术难题。  相似文献   

鄂尔多斯高原景观格局变化分析--以伊金霍洛旗为例     

贾宝全  孙鹏森  王国  慈龙骏 《干旱区地理》2003,26(3):202-207

以位于内蒙古鄂尔多斯高原上的伊金霍洛旗为研究区域，以景观生态学的数量分析方法为基本手段，在土地利用现状分类体系下，以其1984、1991和1998年3个年度的土地利用图为基础。从区域和斑块类型两个尺度上，对其景观格局进行了数量分析。结果表明，在三个典型年度。天然草地为伊金霍洛旗的景观基质，景观格局指数的所有变化均是在此基础上发生和演变的。从整个景观尺度的格局指数变化情况显示，伊金霍洛旗景观的破碎化程度在增加；同时景观的异质性程度在下降，景观愈来愈有少数景观斑块类型所控制。而在斑块类型这一尺度上的格局指数变化说明，不同类型斑块的复杂性的变化趋势基本相同，即均有不同程度的增长，但增加幅度有限；同时还说明，不同类型斑块内部其大小差异的幅度在不断缩小。但从不同年度的变化情况来看，无论是区域还是不同的斑块类型，其格局指数的变化并不与总体的变化趋势同步。  相似文献   

四川盐边冷水箐岩体的形成时代和地球化学特征   总被引：17，自引：0，他引：17  

沈渭洲  高剑峰  徐士进  谭国全  杨铸生  杨七文 《岩石学报》2003,19(1):27-37

四川盐边冷水箐岩体主要由辉长岩组成,它侵位于中元古代盐边群上部岩系中,盐边群接触变质作用发育,岩体分带清楚,是一个典型的同心环状侵入体。因此,它不属于蛇绿岩套范畴,锆石U-Pb年龄为936±7Ma,表明它是新元古代早期岩浆活动产物,该岩体的主要元素显示拉斑玄武质分异趋势;富集大离子不相容元素(Ba,Sr),亏损高场强元素(Nb,Ta,Zr,Hf);LREE轻微富集((La/Yb)_N=1.19～4.28),分配型式略呈右倾型;ε_(Nd)(t),(~(87)Sr/~(86)Sr)_i和δ~(18)O值分别为3.0～4.3,0.70446～0.70452和5.9‰～7.5‰;在构造环境判别图上,它们都投影子岛弧拉斑玄武岩区域内。上述特征表明,冷水箐岩体可能是在一个相对原始的岛弧环境中形成,岩浆源区已受到俯冲组分影响而产生不同程度富集。  相似文献   

甘肃礼县新生代火山喷发碳酸岩的发现及意义   总被引：7，自引：8，他引：7  

喻学惠  莫宣学等 《岩石学报》2003,19(1):105-116

甘肃礼县新生代钾霞橄黄长岩中有大量火山喷发碳酸岩出露，本文对该区各种碳酸岩的地质产状，岩石特征，全岩化学及稀土，微量和C、O同位素地球化学进行了研究，结果表明本区碳酸岩属于一种高CaO低碱（Na2O K2O)的火成碳酸岩，其化学成分与东非裂谷乌干达FortPortal地区的碳酸岩相似，其中碳酸岩的火山砾岩和凝灰岩具有高的SiO2和Mg/Ca比值，化学成分显示了硅酸盐和碳酸盐混合的特征，可能代表直接由地幔部分熔融形成的原生碳酸盐岩浆。其它类型碳酸岩的成因与原生碳酸盐岩浆或原生钾霞橄黄长岩浆的液态不混溶作用和／或结晶分异作用有关。碳酸岩及共生的高钾火山岩不是典型的大陆裂谷岩浆作用的产物，其起源和成因与软流圈的上涌有关。碳酸岩的发现为查明本区地幔的组成和性质提供了新的岩石学证据。  相似文献   

Optimum multiple tuned mass dampers for structures under the ground acceleration based on the uniform distribution of system parameters     

Chunxiang Li  Yanxia Liu 《地震工程与结构动力学》2003,32(5):671-690

The five MTMD models, with natural frequencies being uniformly distributed around their mean frequency, have been recently presented by the first author. They are shown to have the near‐zero optimum average damping ratio (more precisely, for a given mass ratio there is an upper limit on the total number, beyond which the near‐zero optimum average damping ratio occurs). In this paper, the eight new MTMD models (i.e. the UM‐MTMD1～UM‐MTMD3, US‐MTMD1～US‐MTMD3, UD‐MTMD1 and UD‐MTMD2), with the system parameters (mass, stiffness and damping coefficient) being, respectively, uniformly distributed around their average values, have been, for the first time here, proposed to seek for the MTMD models without the near‐zero optimum average damping ratio. The structure is represented by the mode‐generalized system corresponding to the specific vibration mode that needs to be controlled. Through minimization of the minimum values of the maximum dynamic magnification factors (DMF) of the structure with the eight MTMD models (i.e. through the implementation of Min.Min.Max.DMF), the optimum parameters and values of Min.Min.Max.DMF for these eight MTMD models are investigated to evaluate and compare their control performance. The optimum parameters include the optimum mass spacing, stiffness spacing, damping coefficient spacing, frequency spacing, average damping ratio and tuning frequency ratio. The six MTMD models without the near‐zero optimum average damping ratio (i.e. the UM‐MTMD1～UM‐MTMD3, US‐MTMD1, US‐MTMD2 and UD‐MTMD2) are found through extensive numerical analyses. Likewise, the optimum UM‐MTMD3 offers the higher effectiveness and robustness and requires the smaller damping with respect to the rest of the MTMD models in reducing the responses of structures subjected to earthquakes. Additionally, it is interesting to note, by comparing the optimum UM‐MTMD3 with the optimum MTMD‐1 recently investigated by the first author, that the effectiveness and robustness for the optimum UM‐MTMD3 is almost identical to that for the optimum MTMD‐1 (without inclusion of the optimum MTMD‐1 with the near‐zero optimum average damping ratio). Recognizing these performance benefits, it is preferable to employ the optimum UM‐MTMD3 or the optimum MTMD‐1 without the near‐zero optimum average damping ratio, when installing the MTMD for the suppression of undesirable oscillations of structures under earthquakes. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

一种典型的同生沉积型微细浸染型金矿床--桂西北高龙金矿床     

陈翠华  何彬彬  顾雪祥  刘建明 《吉林大学学报(地球科学版)》2003,33(3):290-295

桂西北高龙微细浸染型金矿床位于广西田林县高龙乡。含矿硅质岩与热水沉积作用有关，而非首人认为的断裂破碎—热液硅化交代岩。矿床的典型地质特征以及地球化学特征显示该矿床具有典型的同生沉积—准同生成岩的成因特征，矿床属同生沉积型，而不是前人认为的后生热液改造型。矿床的形成与右江沉积盆地演化关系密切，含矿流体为以大气降水为主要补给源的深循环盆地卤水和与沉积物发生了同位素交换的埋藏古海水，流体的运移方式以压实驱动流为主，含矿流体主要以沉积喷流方式成矿。  相似文献