We present a method using fuzzy evaluation to identify the form ( stretch , compression or disturbance ) combination and direction of the structural motion actions 提出用模糊评判的方法系统辩识构造运动作用形式(拉压或错动) 、作用组合方式和各作用方向。
Among them , the interface element is used to think of the interface slippage and ripping , and the infinite element is used to reflect the remote effect of infinite foundation soil field 其中，接触单元考虑结构与土壤之间的错动滑移及拉裂,而无限元可有效地反映地基土体无限域的远场效应。
To know the rupture course and rupture range , we simulated the process of rupture on the overlaying soil with soft interlayer by plane strain finite element method in this paper 摘要为了了解软夹层对基岩上覆土层破裂的影响，确定土层的破裂范围，采用平面应变有限元法，模拟了有软夹层的上覆土层在断层错动时的破裂过程。
A right lateral strike slip , which is shown by mapview distribution of the whole fault zone , displacement of the strata , drag folding , s - c fabric and association of subsidiary faults , forms the mainly deformational mechanism 右行走滑活动的主要标志包括断裂带的平面展布、地层错动、牵引褶皱、 s - c组构、次级破裂组合等。
But displacement relatively value of pipe liner structure is very smallness , the tie - in of pipe liner would not move and come away . and it is bigger that the level displacement value of substrate tie - in of pipe liner than upper 而管片衬砌结构的位移的相对值却非常小，不会发生错动和脱开，且管片衬砌结构接头处的下管片较上管片的水平位移值稍大。
There had grown a lots of dislocation interfaces in the emeishan volcanic of permian period in the dam area of the jinsha river xiluodu hydroelectric power station being planned to build . the dislocation interfaces have great unslighting influence to the engineering stability of the dam 拟建的金沙江溪洛渡水电站坝区二叠系峨眉山玄武岩中发育有一定数量和规模的层间和层内错动带，它们对大坝的工程稳定性有着不可忽视的影响。
Basing on the acquaintence of the stratum , the rock , the structural setting , the tectonic framework and the research in the stratum , the rock and the structure of dam area in detail , using the modern principle of tectonic analysis , this paper analyzes the geometry characteristics , the deformation characteristics , the dynamics characteristics , kinematics characteristics of the dislocation interfaces . further more this paper discuss " the structural generation , the structural sequence and the structural evolution of the dislocation interfaces 在了解区域地层、岩石、构造背景和格局等基础上，结合对坝区地层、岩石和构造的详细调查研究，采用现代构造解析的原理和方法，对坝区错动带几何学特征、变形特征、动力学特征和运动学特征进行了全面的分析，并在此基础上探讨分析了坝区错动带的构造世代、变形序列及构造演化。
The dislocation interfaces , which have different directions , different combinations , different scale , different deformation strength and different properties , are belonged to shallow structure . they are the products of multi - stages , multi - periods and multi - causes of movement during the himalayan epoch . they were controlled by and resulted from 2 structural stress fields of ne structure and nw structure 由此认识到，坝区发育的不同方向、不同形态和组合型式、不同规模、不同变形强度和不同性质的错动带属于地壳浅部构造层次，是本区喜马拉雅运动多期次、多阶段、多成因的构造产物，分属于区域上ne向构造带和nw向构造带的构造成分，并受控于这两期构造的构造应力场。
The dislocation interfaces of early stage were controlled by the slide of the ne fold . the dominant dislocation interfaces , in the dam area , is the one of the second stage , which resulted from the slide of the lava layer and lagerkluftes from nw to se because of the affect of the majiaheba faultage ' s thrusting overriding to the dam area from nw to se . the dislocation interfaces of the third stage were the result of the overprint of the structure of ne to the one of nw 早期阶段形成的错动带受控于北东向纵弯褶皱的层间弯滑机制；第二阶段形成的错动带在坝区占主导地位，它们是由于北东向马家河坝断层由北西向南东的滑脱逆冲推覆影响坝区，并造成坝区向南东缓倾的岩层沿原生构造面向南东滑动的结果；第三阶段形成的错动带则是由于北西向构造叠加于早期北东向构造之上而致。
