The Ground Deformation Disaster in the City of Tianjin Associated with the Tangshan Earthquake     

Huang Liren  Zhao Chengkun  Hu Huimmg  Yang Guiye  Cao XiangchunFirst Land Deformation Monitoring Center  SSB  Tianjin  China Surveying  Mapping Bureau of Tianjin Municipality  Tianjin  China 《中国地震研究》1994,(3)

In this paper,a study of the principal characteristics of the ground deformation disasters in the city of Tianjin caused by the Tangshan earthquake is based on the results from the recent remeasurements of the geodetic controlling network of Tianjin and from on-site investigations after the earthquake.These results show that only the ground deformation in the Ninghe and Hangu areas near the epicenter reflect directly the co-seismic crustal stress,while the serious ground deformation and the engineering earthquake damages in the urban districts of Tianjin are controlled to a great extent by the local engineering geological structures,showing a kind of secondary disaster.Several suggestions are also proposed in the paper concerning the counter-measures for reducing the earthquake damage in big cities.  相似文献   

1989 Datong-Yanggao Earthquake with Ms=6.1     

Liu Wei  An Weiping  Zhao XinpmgSetomological Bureau of Shanxi Province  Taiyuan  China 《中国地震研究》1994,(3)

In this paper,the basic conditions and characteristics of the Datong-Yanggao earthquake are described in detail.The type of the earthquake,the aftershock activity,the earthquake trend,the characteristics of damage are analyzed and discussed.This earthquake belongs to a sequence of earthquake swarm type and is of the concentratedly occurring characteristics of several main shocks in a time sequence,and the aftershock activity was normally attenuated.Because of the unreasonable design of buildings and repeated vibration by several destructive main shocks within a short period,the damage in the high intensity region was aggravated.The analysis and the prediction procedure of the 1991 Datong-Yanggao earthquake(Ms=5.8)are also briefly given.  相似文献   

祁县王村锶—偏硅酸饮用天然矿泉水     

孙富国 《华北地质矿产杂志》1994,9(4):476-480

王村矿泉水为松散岩类孔隙水和碎屑岩裂隙水的混合水。它受深循环远源补给。矿泉水的动态稳定、水质优良、口感纯正，属锶—偏硅酸饮用天然矿泉水，是山西较好的饮用矿泉水源之一，有良好的开发前景。稷山南阳矿泉水是一个含锶—锌—偏硅酸等多种微量元素的重碳酸硫酸钠型饮用天然矿泉水。该矿泉水处于侯马断陷盆地内次一级断裂的复合部位，赋存于中更新统中下部的中细砂层中。水量丰富，涌水量可达８００ｍ￣３／ｄ。此矿泉水动态稳定，口感纯正，产地环境优美，无任何污染。自１９８８年发现，１９８９年开发利用至今，该矿泉水、矿泉饮料畅销不衰，是一处具有发展远景的优质矿泉水。  相似文献   

临汾市东亢锌－锶－偏硅酸优质饮用天然矿泉水     

魏文革 《华北地质矿产杂志》1994,(4)

东亢矿泉水处于临汾断陷盆地边缘山前地带。矿泉水赋存于石炭系、奥陶系及侵入岩体的裂隙中。单井涌水量达７１．４ｍ￣３／ｈ，水位埋深５１．０９ｍ。矿泉水中锌、锶、偏硅酸分别为０．２８９ｍｇ／Ｌ，１．２８ｍｇ／Ｌ，３３．２８ｍｇ／Ｌ，属锌锶偏硅酸－重碳酸·硫酸－钠型优质矿泉水，具有良好的开发前景。  相似文献   

北京市北山泥石流分布规律及形成过程     

董桂芝  赵波 《城市地质》1994,(4):8-15

北京北山泥石流的分布受构造控制，呈北东方向展布。其分布在时间上和空间上均有一定的规律可寻。一条泥石流沟谷的形成从开始到结束，概括分为形成、位移和堆积。区内泥石流的形成主要有三种形式：以水力侵蚀为主，以坡面侵蚀为主和以沟源崩、滑塌形式触发沟床物质活动而形成的泥石流。  相似文献   

PAN－S光度法测定水和河泥中微量锰     

魏琴  杜斌  马荣 《矿物岩石》1994,(3)

本文研究了ＰＡＮ－Ｓ与锰的显色反应。配合物的最大吸收峰位于５３８ｎｍ波长处，表观摩尔吸光系数为２．９×１０￣４Ｌ·ｍｏｌ￣（－１）·ｃｍ￣（－１），锰量在０─１．６μｇ／ｍｌ范围内符合比尔定律，方法用于水和河泥中微量锰的测定，结果良好。  相似文献   

Dynamic characteristics of shear buildings on laminated rubber bearings     

Tso-Chien Pan  Wei Cui 《地震工程与结构动力学》1994,23(12):1315-1329

Analytical solutions are derived for the dynamic characteristics of base-isolated shear buildings supported on laminated rubber bearings. The solution process takes into account the combined effects of the superstructure flexibility and the base raft inertia on the dynamic characteristics. A series of parametric studies is carried out and the effects of varying the stiffness and mass of the base-isolation system on the frequencies and mode shapes are identified. Approximate solutions for the fundamental base-isolated frequency and mode shape are obtained, which are suitable for use in the preliminary design of non-rigid base-isolated buildings.  相似文献   

冻土的蠕变及蠕变强度   总被引：10，自引：7，他引：10  

马巍  吴紫汪 《冰川冻土》1994,16(2):113-118

基于试验，本本讨论分析了冻土三轴蠕变规律及温度和围压对冻土蠕变强度的影响，给出了土蠕变及蠕变强度随时间降低的方程式，进而提出了冻土蠕变强度的物型屈服准则。通过改变参数可将冻土的瞬时强度准则与冻土的瞬时强度准则与冻土的蠕变强度准则统一为同一个方程描述。  相似文献   

吉林临江地区早元古代老岭群叠加变形作用研究     

胡国巍 《吉林大学学报(地球科学版)》1994,(1)

早元古代老岭群经历了三期构造变形，分别形成了三个特征各异的构造形迹组合。Ⅰ世代为层理榴皱组合，由斜卧诏皱、轴面片理和韧性剪切变形带组成；Ⅱ和Ⅲ世代为片理相皱组合，分别由各种位态的片理诏皱和轴面招劈理、膝折面理组合。Ⅰ、Ⅱ世代的原始构造线方位均为近南北向，为近共轴叠加，但固Ⅲ世代构造的改造，现今多变位为北东东向。Ⅰ世代构造形迹组合的特征显示老岭群的早期构造环境具有构造层次较深、以近水平韧性剪切变形作用为主导的特点。  相似文献   

三分量地震资料中各向异性检测     

张中杰  滕吉文  何樵登  魏计春  王爱武 《吉林大学学报(地球科学版)》1994,(1)

各向异性研究是当令地震学研究领域中重要课题之一；三分量地震资料中各向异性的检测是各向异性理论研究成果解决地球科学实际问题的重要桥梁。本文简要描述了各向异性介质中横波分裂现象，分别介绍了现有的四种主要检测技术，即偏振图法、协方差拒阵法、质，点振动分辨率法及传输矩阵法，并对这四种技术作了一定的评述。  相似文献