天津两井水位同震效应分析     

马建英  邵永新  汪翠枝  刘学领 《华北地震科学》2009,27(1):20-24

从不同的方位对天津地区两口地震观测专用井记录到的国外7级、国内6级以上的地震进行分析。两口井所处的地理位置、地质结构、井深及其含水层岩性不同,对同一地震的表现形式也不尽相同。通过对比分析,得到井水位对地震的响应特点及几点认识：观测井孔一般对远场大震记录比较灵敏,而对近震及地方震反映不灵敏;井孔水位仪记录的水位波幅与震级、震中距有关;井孔同震效应的能力和井孔对固体潮的反映能力不一致。  相似文献   

Site response to multi-directional earthquake loading: A practical procedure     

J. Yang  X.R. Yan 《Soil Dynamics and Earthquake Engineering》2009

Site response to earthquake loading is one of the fundamental problems in geotechnical earthquake engineering. Most site response analyses assume vertically propagating shear waves in a horizontally layered soil–rock system and simply ignore the effect of site response to vertical earthquake motion, although actual ground motions are comprised of both horizontal and vertical components. In several recent earthquakes very strong vertical ground motions have been recorded, raising great concern over the potential effect of vertical motion on engineering structures. Being a step toward addressing this concern, this paper presents a simple and practical procedure for analysis of site response to both horizontal and vertical earthquake motions. The procedure involves the use of the dynamic stiffness matrix method and equivalent-linear approach, and is built in the modern MATLAB environment to take full advantages of the matrix operations in MATLAB. The input motions can be specified at the soil–bedrock interface or at a rock outcropping. A detailed assessment of the procedure is given, which shows that the procedure is able to produce acceptable predictions of both vertical and horizontal site responses.  相似文献   

Approach to quantification drawdown of groundwater wells:a case study from Sana'a City,Yemen     

Abdulhakim G.H.Al-KHOLID  SUN Youhong  Aref M.O.AL-JABALI  SUN Zhifeng 《世界地质(英文版)》2010,13(3)

Although research on a field investigation about quantification drawdown of ground water wells has hitherto been conducted with emphasis on Sanaa basin which is 3 200 km2 in area characterized by general hazard in quantity and quality of water,there exist uncertainties about the size of the hazardous annual decline in the level of underground water.So the authors are trying to assess reliable hazard data on the depth of ground-water which were obtained by measuring static water level.The data set are twenty six wells from 9 regions which were selected to represent Sanaa basin and collected during the course of the 20 months groundwater monitoring survey from January 2008 to January 2009.The results show that the average drawdown during 20 months to be 3.22 m with an average 0.16 m per month and 2 m per year.  相似文献   

Seismic active pressure distribution history behind rigid retaining walls   总被引：1，自引：0，他引：1  

Ali Azad  S. Shahab Yasrobi  Ali Pak   《Soil Dynamics and Earthquake Engineering》2008,28(5):365-375

Evaluating the seismic active earth pressure on retaining walls is currently based on pseudo-static method in practices. In this method, however, it is not simple, choosing an appropriate value for earthquake coefficient, which should fully reflect the dynamic characteristics of both soil and loading is an important problem. On the other hand, by using only two extra dynamic parameters that are shear wave velocity of soil and predominant frequency of probable earthquake, one can benefit from another more accurate tool called pseudo-dynamic method to solve the problem of earth pressure.In this study in the framework of limit equilibrium analysis, pseudo-dynamic method has been applied into horizontal slice method of analysis to account for the effect of earthquake on lateral earth pressure history behind rigid retaining walls. The pressure history resulted from a number of analyses shows that before and after reaching the peak resultant force, different pressure distributions occur behind a wall that put more local pressure than the same at peak. This method would be a tool to control this phenomenon in wall design.  相似文献   

山东地下水动态观测井对2007年印尼8.5级地震的响应特征          下载免费PDF全文

耿杰  陈安方  潘双进 《地震工程学报》2008,30(2):173-178

根据山东地下水动态观测井记录的2007年9月12日印尼苏门答腊南部海域8.5级地震的水震波资料,对不同类型仪器对水震波的响应特征及其影响因素进行了分析,认为影响其记震能力的主要因素是井孔含水层系统的水文地质条件、地质构造环境和观测仪器的类型.  相似文献   

定位子台网的选取对定位结果影响研究     

赵英萍  高景春  刘丽  毛国良  常亮  季爱东  王树兴  赵明淳 《地震》2006,26(4):37-44

选取了河北及邻区58个不同区域的地震, 分析“定位子台网”分布对地震定位精度的影响, 研究“定位子台网”的选取规则。 分别探讨了三种台站分布情况下定位偏差、 水平误差、 拟合残差随空隙角、 近台距离、 远台距离的变化; 定位偏差以及水平误差与拟合残差的关系。 结果显示, 速报时选择7～9个分布相对合理的“定位子台网”参加定位结果比较好, 使用水平误差估计定位结果质量比较适合。  相似文献   

成层竖向排水井地基固结分析   总被引：3，自引：0，他引：3  

刘加才  蔡南树  施建勇  艾英钵 《岩土力学》2005,26(8):1247-1252

实际工程中竖井地基具有成层性,有时竖井也并未完全打穿软土层。在竖井打设区满足竖井等应变固结理论、下卧层满足一维太沙基固结理论假设的基础上,将现有竖井地基固结理论推广到成层未打穿竖井地基情况。利用边界条件和竖直向连续条件,确定该系统的正交关系,并给出了其固结解答,该解具有广泛的适用性。通过对竖井打设区和下卧层层数的变化,即可获得现有关于简单未打穿竖井地基的固结解答。将该解答编制成应用程序,对一算例进行了分析。结果表明,平均固结度按孔压定义和按变形定义是不相同的,硬表层的存在会加快其下土层的固结。  相似文献   

挽救四平市白垩系承压水迫在眉睫     

朱玉生 《吉林地质》2005,24(3):28-31

白垩系承压水是四平市重要的供水水源地．水量中等。由于管理和开采不当．水位大幅度下降,地下水遭到了污染．拯救承压水势在必行。  相似文献   

利用基于表温因子的栖息地模型预测西北太平洋柔鱼(Ommastrephes bartramii)渔场   总被引：11，自引：0，他引：11       下载免费PDF全文

陈新军  刘必林  田思泉  钱卫国  李纲 《海洋与湖沼》2009,40(6):707-713

根据1999—2004年8—10月主渔汛期间我国鱿钓船在150—165°E海域的鱿钓生产数据,结合其表温及表温梯度,分别将作业次数百分比和单位渔船日产量作为适应性指数,利用算术平均法(AM)和联乘法(GM)分别建立基于表温因子(表温和表温水平梯度)的综合栖息地指数模型。结果表明,AM栖息地指数模型和GM栖息地指数模型均拟合较好,在HSI大于0.6的海域,1999—2004年间其作业次数平均比重分别在70%以上,平均日产量均在2t/d以上。但AM模型稍优于GM模型。利用2005年8—10月生产数据及表温资料对AM模型进行验证,分析认为作业渔场主要分布在HSI大于0.6海域,其作业次数比重达到80%以上,各月平均CPUE均在3.0t/d以上。研究表明,基于表温和表温水平梯度的AM栖息地模型能获得较好预测西北太平洋柔鱼中心渔场。  相似文献