Numerical simulation of ground flow caused by seismic liquefaction     

S. Tamate  I. Towhata 《Soil Dynamics and Earthquake Engineering》1999,18(7):1079

Flow failure of sandy subsoil induced by seismic liquefaction is known to cause significant damage to structures. It is induced not only by the dynamic forces exerted by seismic acceleration but also by the static gravity force in consequence of the topography of the ground. The ground flow may sometimes continue after the end of the seismic loading and finally the ground is significantly deformed to cause a failure.This paper numerically predicts the magnitude of flow that could occur when soil liquefaction continues for a sufficiently long period. It is considered that liquefied soil behaves like a viscous liquid, and hence, ground flow is governed by the principle of minimum potential energy. In the calculation, liquefied sand is assumed to be a viscous liquid that deforms in undrained conditions with its volume remaining constant. To consider the non-linearity due to large displacement, the updated Lagrangian method is used to solve the equation of motion. The Newmark β method is employed to calculate the time history of the ground motion. Finally, a simulation using this calculation method shows that the proposed method gives reasonable results for the conditions indicated.  相似文献   

Identification of the Hualien soil-structure interaction system     

C. -B. Yun  J. -S. Choi  J. -M. Kim 《Soil Dynamics and Earthquake Engineering》1999,18(6):689

This article demonstrates how system identification techniques can be successfully applied to a soil-structure interaction system in conjunction with the results of the forced vibration tests on the Hualien large-scale seismic test structure which was recently built in Taiwan for an international joint research. The parameters identified are the shear moduli of several near-field soil regions as well as Young's moduli of the shell sections of the structure. The soil-structure interaction system is represented by the finite element method combined with infinite element formulation for the unbounded layered soil medium. Preliminary investigations are carried out on the results of the static stress analysis for the soil medium and the results of the in-situ tests to divide the soil-structure system into several regions with homogeneous properties and to determine the lower and upper bounds of the parameters for the purpose of identification. Then two sets of parameters are identified for two principal directions based on the forced vibration test data by minimizing the estimation error using the constrained steepest descent method. The simulated responses for the forced vibration tests using the identified parameters show excellent agreement with the test data. The present estimated parameters are also found to be well compared with the average value of those by other researchers in the joint project.  相似文献   

基于知识的点状符号自动识别   总被引：1，自引：0，他引：1  

叶建栲  任留成  季红专 《测绘学院学报》1999,(3)

文中根据地形图黑版要素中点状符号的特点,总结了6种易于表达的知识特征,并据此提出了一种基于知识的点状符号识别方法。  相似文献   

二维非均匀饱和土体的地震反应分析     

秦小军  陈少林 《地震工程与工程振动》1999,19(1):7-14

将饱和土体视为由弹性骨架和不可压缩流体组成的两相孔隙介质,取固相位移,液相位移,孔隙水压力为场变量。从两相孔介质的动力耦合微分方程出发,利用伽辽金原理和Ｗｉｌｓｏｎ－θ法导出了三场有限元积分方法,该方法可进行二维非均匀饱和土体的地震反应分析,文中通过算例讨论了非均匀饱和土体地震反应的一些特征。  相似文献   

软土地层中地下隧道结构地震反应分析   总被引：12，自引：1，他引：11  

姜忻良  宋丽梅 《地震工程与工程振动》1999,19(1):65-69

本文从土与结构动力相互作用观点出发,同样条有限元和半解析无限元对地下隧道结构进行抗震分析,该方法具有降低维数,减少自由度,避免人为边界条件处理等特点,并可考虑复杂成层地基的情况。本文为探讨地下隧道结构－土相互作用内在机理提供了一个有效途径。  相似文献   

磁偏角（D）的数据处理   总被引：2，自引：0，他引：2  

史勇军  孙燕萍 《内陆地震》1999,13(1):84-87

磁偏角观测数据既有东西方向的区别,又有数值大小的变化,由于喀仁台所处的地理纬度,其磁偏角方向偏东,观测工作就是要搞清磁照图上Ｄ与ＤＢ相对位置及Ｄ↑及Ｄ↓的物理意义;箭头表示磁场变化的向东偏的方向。在处理Ｄ观测数据时很容易发生混乱的错误,针对存在的问题,对数据处理展示了讨论。  相似文献   

Discrete element modelling of fragmentable geomaterials with size dependent strength     

A. P. S. Selvadurai  K. Sepehr 《Engineering Geology》1999,53(3-4):235-241

This paper presents the application of a discrete element technique to the analysis of the dynamic indentation of either a purely brittle or a brittle viscoplastic geomaterial which can experience fragmentation resulting in fragments with size dependent strength characteristics.  相似文献   

边坡大变形弹塑性有限元分析[Ⅱ]   总被引：1，自引：0，他引：1  

施斌  村上裕 《水文地质工程地质》1999,26(3):18-22

本文应用Ｕｐｄａｔｅｄ Ｌａｇｒａｎｇｉａｎ有限元分析理论,分析了石龙庙滑坡的稳定性,其中包括滑坡的大变形,初始应力和超孔隙水压力。根据土的工程地质性质,滑坡体分为四层,土层被视为是弹塑性的,土的塑性屈服采用Ｄｒｕｃｋｅｒ－Ｐｒａｇｅｒ理想塑性屈服准则,挡土墙建成前后的滑坡应力和变形被分别分析和讨论,最后根据这些分析结果,提出了滑坡的整治方案。  相似文献   

煤矿井巷用PDC锚杆钻头的研究          下载免费PDF全文

康胜利  王永强  李锁智  刘晓燕 《探矿工程》1999,(6):20-22

通过对ＰＤＣ锚杆钻头的一系列室内试验研究及多次改进设计,获得了钻头的优化结构参数、优化切削齿形状,合理的钻头体材质以及热处理工艺,现场试验结果表明,ＰＤＣ锚杆钻头是钻进中硬岩层的理想钻头。  相似文献   

放射性测量在岩浆岩区大比例尺填图中的应用     

刘峰  游功龙  马玉孝  万永文 《矿物学报》1999,19(2):245-250

应用放射性地球物理手段,取得地质研究所需的地球化学数据,用以划分岩浆岩谱系单位,建立等级体制,解决岩浆岩不同序列或同一序列中众多侵入体的区分和归属,在岩浆岩区大比尺填图时划分填单位,找到了一种新的简便可行的技术方法。  相似文献