The Second James K. Mitchell Lecture Undisturbed sand strength from seismic cone tests     

《Geomechanics and Geoengineering》2013,8(4):239-257

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Seismic response of flexible cantilever retaining walls with dry backfill     

《Geomechanics and Geoengineering》2013,8(4):275-289

Failure of retaining walls during earthquakes has occurred many times in the past. Although significant progress has been made in analysing the seismic response of rigid gravity type retaining walls, considerable difficulties still exist in the seismic-resistant design of the flexible cantilever type of retaining walls because of the complex nature of the dynamic soil–structure interaction. In this paper the seismic response of cantilever retaining walls with dry backfill is simulated using centrifuge modelling and numerical modelling. It is found that bending moments on the wall increased significantly during an earthquake. After the end of base shaking, the residual moment on the wall was significantly higher than the moment under static loading. The numerical simulation is able to model quite accurately the main characteristics of acceleration, bending moment, and displacement recorded in the centrifuge test.  相似文献   

海河流域严重干旱500hPa信号场异常信号分析          下载免费PDF全文

严小林  杨扬  黄嘉佑  鲍振鑫 《水文》2013,33(1):27-31

基于严重少雨旬的定义,分析海河流域1961～2009年严重少雨旬的分布特征,进而对汛期40个典型严重少雨旬的500hPa信号场进行经验正交分解(EOF分析).结果表明:EOF第一模态的方差贡献率达到35.3％,远高于其他模态;第一模态呈现出2个负异常区和1个正异常区,在对应的环流背景下,海河流域受暖性高压控制,高纬冷空气及低纬暖湿气流难以到达流域上空交绥,持续高温少雨造成流域严重干旱.  相似文献   

HHT法的基本原理及其应用探讨     

张丽娜  李凤臣  彭必全  袁青竹  郑喜亮 《华东地质学院学报》2013,(4):419-423

以Timoshenko单跨梁为研究对象,采用回转射线矩阵法进行动力响应计算,针对Timoshenko梁的瞬态响应信号为非平稳信号,采用基于Hilbert—Huang变换原理的信号时频分析,并与FFT的处理结果进行对比分析。结果表明,HHT方法比Frr法更适合非平稳信号的分析和处理,同时,HHT方法不仅可以将瞬态信号中低频和高频部分分离出来,还可以通过Hilbert谱展示信号能量在时频域内的分布,更为深入的了解信号的本质。  相似文献   

台风内部的中尺度波动与多边形眼墙的形成   总被引：4，自引：1，他引：4  

康建伟  陆汉城  钟科  张少波  韩文博 《热带气象学报》2007,23(1):21-26

用小波变换分析了1948～2003年南海夏季风强度指数序列振荡特征,并研究了Lanczos滤波器滤出的不同时间尺度上南海夏季风强度与SODA资料提供的海洋热力条件的关系。结果表明,南海夏季风强度变化存在准4年的年际变化、约9年周期的十年际变化和38年左右周期的年代际变化。年际变化最强,年代际变化最弱。不同尺度上的南海夏季风强度变化与海洋热力条件的显著相关区有很大的地域差异。南海夏季风强度的年际变化主要与近赤道地区的热带海洋变化有关,相关关系呈准2年变化。若前一年秋冬季节的赤道东印度洋、赤道西太平洋出现海温和温跃层深度正异常和赤道西印度洋、赤道中东太平洋出现海温和温跃层深度负异常时,对应于当年的年际尺度上的南海夏季风加强;反之则减弱。南海夏季风强度与后期海温的对应关系为:南海夏季风加强,秋季时,南海周边海区和澳大利亚东部海区海温显著负相关;冬季时,热带西印度洋、赤道中东太平洋和赤道大西洋海温出现显著的正相关。南海夏季风强度的年代变化受PDO的调制。年代际尺度上南海夏季风强度的变化即与全球变暖有关,也与PDO有关。  相似文献   

门源6.4级、共和7.0级地震前后波速比变化特征   总被引：2，自引：0，他引：2  

都昌庭  徐兰芬  冀金梅 《高原地震》1997,(2)

通过来用门源台、湟源台所记录的地震资料，对1986年门源6．4级地震、1990年共和7．0级地震前后进行波速比-时空分析，发现两次地震前后其时间分布形态为持续低值-恢复-发震的现象，空间分布为圆形、椭圆形的异常区，震后异常区消失。  相似文献   

准噶尔盆地陆东-五彩湾地区石炭系火山岩电性与地震响应特征   总被引：3，自引：1，他引：3       下载免费PDF全文

吴晓智  李建忠  杨迪生  张丛侦  侯连华  郑曼 《地球物理学报》2011,54(2):481-490

勘探实践证实,准噶尔盆地石炭系已成为一套现实勘探层系;陆东-五彩湾地区石炭系火山岩体规模大、分布广,是重要的天然气储集体;火山岩储层有效性主要受不整合、岩性、岩相控制,识别火山结构、火山岩岩性、岩相成为判别储层有效性的关键.由于主要目的层巴塔玛依内山组特殊的三段式火山岩组合层序结构,为通过测井、地震物探手段识别火山岩岩...  相似文献   

地震火山地层学及其在我国火山岩盆地中的应用   总被引：9，自引：3，他引：9       下载免费PDF全文

王璞珺  张功成  蒙启安  鲁宝亮  朱德丰  孙晓猛 《地球物理学报》2011,54(2):597-610

火山地层,物源来自于地下,搬运和分散方式有岩浆流、碎屑流、空落堆积及它们的再搬运,是不同于所有沉积地层的"异化地层".与层序地层学研究沉积地层类似,火山地层学着重研究火山岩系的层序界面和内部充填样式,通过地震层序分析刻画成因地层单元和地层对比关系.应用地震火山地层学在南海北部陆缘带识别出向海倾斜反射(SDR)、向陆流、...  相似文献   

Electromagnetic Abnormity Observed at Sujiatun Seismic Station and Its Relation to Earthquake     

Li Mei 《中国地震研究》2006,20(3):295-304

INTRODUCTIONShort-termearthquake prediction is one of the most challenging targets in earth science today.Manyrecent reports have presented examples fromseveral regions of the world by which associationsbetween possible electromagnetic precursors and earthquakes become more and more plausible(Eftaxias ,et al .,2003) . At the same time ,electromagnetic abnormity,as one of the short-termearthquake precursors ,is recognized by more and more experts in some countries . Pre-earthquakeelectroma…  相似文献   

Assessment of liquefaction potential based on peak ground motion parameters   总被引：1，自引：0，他引：1  

Rolando P. Orense   《Soil Dynamics and Earthquake Engineering》2005,25(3):225-240

Conventionally, evaluation of liquefaction potential of loose saturated cohesionless deposits as specified in Japanese design codes employs peak ground acceleration (PGA). However, recent large-scale earthquakes in Japan revealed that liquefaction at some sites did not occur even though large PGAs were recorded at or near these sites. As an alternative approach, an evaluation procedure based on peak ground motion parameters, i.e. incorporating both PGA and the peak ground velocity (PGV), is proposed. By performing parametric studies using one-dimensional seismic response analysis and formulating regression models, seismic-induced shear stresses within the deposit are expressed in terms of peak ground motion parameters at the surface, and these are used to calculate the factor of safety against liquefaction. Application to case histories in Japan indicates that the proposed two-parameter equation can adequately account for the occurrence and non-occurrence of liquefaction at various sites as compared to the conventional PGA-based approach. Moreover, analyses of several strong motion records at various sites show that liquefaction may occur when PGA≥150 gal and PGV≥20 kine, indicating that these values can serve as thresholds in assessing the possible occurrence of liquefaction.  相似文献