Relocation of the October 9, 1505 Earthquake with M63/4     

Dong Ruishu  Xiang Hongfa  Guo Shunmin  Ran Hongliu  and Fu ChanghongInstitute of Geology  SSB  Beijing  China Institute of Geophysics  SSB  Beijing  China 《中国地震研究》1997,(4)

There have been 12 possible locations of the earthquakes occurring in the South Yellow Sea since 1505.In this paper,the location of the earthquake that occurred in 1505 has been determined by the collection of more historical data of the influenced field,referring the isoseismal data of earthquakes with the epicentral intensityⅨ and combining geophysical field data with tectonic condition,due to its great influence on seismic safety assessment of some significant engineering.  相似文献   

云南岩石圈热结构   总被引：11，自引：0，他引：11  

周真恒  邓万明 《中国地震》1997,13(3):213-222

本文探讨了云南深部热流及岩石圈地温分布的横向变化特征，并将岩石圈热结构概括为３种类型；典型现代构造活动区热结构，中间过渡型地质区热结构和稳定地质区热结构。最后，简单讨论了地热与地震活动的关系。  相似文献   

老黑山火山碎屑降落堆积物研究   总被引：7，自引：0，他引：7  

刘祥 《沉积学报》1997,15(1):71-76

由中心式喷发形成的老黑山火山碎屑降落堆积物，主要是玄武质火山渣、火山弹、火山饼和少量岩屑。在火山爆发自身能量和北北西风的影响下，形成高耸的火山渣锥和向南南东展布的低缓的火山碎屑席地貌景观。区域上系统测量了火山碎屑席中火山碎屑的厚度、最大平均粒径、分选系数和中值粒径，均呈现规律性变化；剖面层序则反映老黑山火山经过两个大喷发阶段，多次脉动式喷发。经估算，老黑山火山碎屑席中火山碎屑量比火山渣锥中要少得多，老黑山火山碎屑属“建造火山锥”火山碎屑沉积。据投点，老黑山火山喷发属斯通博里型。老黑山、火烧山火山仍有再次爆发的可能。未来火山喷发的潜在危险主要来自火山喷发空落堆积物。老黑山、火烧山火山的南东、东和南，包括五大连池市在内有必要对未来火山爆发加以防范。  相似文献   

成都粘土裂隙成因研究   总被引：1，自引：0，他引：1  

赵翔 《地质灾害与环境保护》1997,8(4):40-46

根据成都粘土中裂隙特征与地质环境条件的分析，提出成都粘土中途中眩要裂隙类型的成因模式，上升剥蚀引起的垂向卸荷作用产生波状水平裂隙，冲沟切割引起的侧向卸荷作用，产生平行斜列隙裂。  相似文献   

Seismotectonic environment of occurring the February 3, 1996 Lijiang M=7.0 earthquake, Yunnan Province     

HAN  Zhu-jun 《地震学报(英文版)》2004,17(4):453-463

Lijiang-Daju fault, the seismogenic fault of the 1996 Lijiang M=7.0 earthquake, can be divided into Lijiang-Yuhu segment in the south and Yuhu-Daju segment in the north. The two segments show clear difference in geological tectonics, but have the similar dynamic features. Both normal dip-slip and sinistral strike-slip coexist on the fault plane. This kind of movement started at the beginning of the Quaternary (2.4～2.5 Ma B.P.). As to the tectonic types, the detachment fault with low angle was developed in the Early Pleistocene and the normal fault with high angle only after the Mid-Pleistocene (0.8 Ma B.P.). Based on the horizontal displacements of gullies and the vertical variance of planation surfaces cross the Lijiang-Daju fault at east piedmont of Yulong-Haba range, the average horizontal and vertical slip rates are calculated. They are 0.84 mm/a and 0.70 mm/a since the Quaternary and 1.56 mm/a and 1.69 mm/a since the Mid-Pleistocene. The movements of the nearly N-S-trending Lijiang-Daju fault are controlled not only by the regional stress field, but also by the variant movement between the Yulong-Haba range and Lijiang basin. The two kinds of dynamic processes form the characteristics of seismotectonic environment of occurring the 1996 Lijiang earthquake.  相似文献   

Seepage driving effect on deformations of San Fernando dams   总被引：2，自引：0，他引：2  

Xiang Song Li  Haiyan Ming   《Soil Dynamics and Earthquake Engineering》2004,24(12):979-992

In the process of flow deformation of an earth dam, the seepage force inside the dam plays a role as a driving force. The seepage force acts just like the gravitational force in terms of pushing soils away from their original locations after liquefaction is triggered. This paper draws attention to this seepage driving effect by presenting a set of fully coupled finite element analyses on the well-known San Fernando dams, with the objective of evaluating the impact of this seepage effect. The results indicate that while this effect is always there, its practical significance depends on a number of factors. In the case of the upper San Fernando dam, which experienced a significant, but restricted, downstream movement during the 1971 earthquake, the seepage driving effect was indeed significant. On the contrary, for the lower dam, which failed and slid into the upstream reservoir during the same earthquake, this seepage effect was relatively less pronounced. The detailed results of the analyses reveal the likely mechanisms of failure and deformation of the two dams and the likely cause behind the difference between their responses during the earthquake.  相似文献   

深圳湾公路大桥设计风速的推算   总被引：5，自引：2，他引：5       下载免费PDF全文

陈正洪向玉春  杨宏青毛夏  张小丽周新 刘晓东 《应用气象学报》2004,15(2):226-233

从资料的完整性和合理性、方法的规范性等几方面着手，对深圳湾公路大桥设计风速进行推算。利用深圳市气象站1954～2001年逐年年最大风速资料，通过时距、高度、地形等订正后得到相当于开阔平地上方10 m高度10 min年最大风速48年序列，使之符合建筑抗风指南或规范的要求。再利用极值Ⅰ型计算出不同重现期的基本风速，同时用耿贝尔的参数估算法和修正后的矩法参数估计法计算出不同重现期（200、120、100、60、50、30、10年）的基本风速。研究发现桥位区自动气象站与深圳市气象站最大风速正相关显著，前者是后者的1.1倍，从而可将基本风速外推到桥位区，进一步根据规范将该值放大1.11/2（1.049）倍至海面上，最终得到设计风速。还利用近地层风的指数和对数曲线推算出150 m内每10 m高度层的最大风速。  相似文献   

应用"极值剔除"和"逐步消空"法建立太原机场11月份辐射大雾预报指标集          下载免费PDF全文

管翔  栗毅 《山西气象》2004,(2):8-10

本文介绍了利用“极值剔除”和“逐步消空”方法建立太原机场11月份辐射大雾预报指标集的具体过程，并对得出的预报指标进行回报检验，以证实其在业务中的切实可行性。  相似文献   

舟山港台风风暴潮的分析及预报          下载免费PDF全文

项素清 《气象》2004,30(3):35-38

利用 1 956～ 2 0 0 0年舟山市定海验潮站潮位观测资料 ,对历年影响舟山的台风风暴潮灾进行了全面的统计分析。将台风按路径分型 ,分析了不同路径台风风暴潮的特点 ,并用基于PRESS准则的逐步回归方法 ,建立了不同路径风暴潮的预报模型。  相似文献   

高速公路沿线暗浜填土的勘察和评价     

项培林  沈日庚 《上海国土资源》2004,(3):6-8,37

目前，线路勘探中对浜填土检测不够重视或缺乏有效的方法，使浜填土的处理缺乏针对性，造成不必要的浪费或工程隐患。该文探讨了在线路勘探中暗浜的勘查技术及相应评价与整治方法。  相似文献