形变作用 meaning in Chinese
deformation effect
Examples
- Finit element method have been adopted to further study stress field and rockmass deformation repture characteristic
建立概化边坡的地质模型，通过有限元数值分析，深化对工程边坡的应力?形变作用的理解。 - On the basis of a large number of field geology investigation , the theory on engineering stratification was applied to analyze and study systemically rock mass structural surface of dam abutment , and further throw light on overall character of rock mass structure . by setting up definite structural level model and statistical model , and analyzing further numerical simulation of finite element , the action of rock mass stress and shape distortion has been recognized and apprehended in depth
本论文以现场地质调查为基础，应用系统工程层次性理论，对坝肩岩体结构面进行了系统的分析研究，阐明了坝肩岩体结构的总体特征，建立了坝肩岩体结构的确定性层次模型和统计模型，通过进一步的有限元数值模拟分析，深化对岩体应力形变作用的认识与理解。 - Because of those , the paper systems analysis the complicated geological environment , the character of rock mass ' s stress field and the stability of landslide on the right bank , in addition , the paper also deeply studied the geological engineering problem after the dam was builded in order to provide science datum for engineering decision , and elicited several conclusion : ( 1 ) the character of rock mass ' s stress - strain and new structure stress fieldrfrom the middle of q3 to today , the direction of the maximal principal stress has already changed to the sn , the stress - strain action and three direction of stress have been changed from " potential positive break " to " potential slide "
同时通过以上的分析研究本文得出了以下主要的结论与认识： ( 1 )最新构造应力场与地壳岩体应力?形变作用的现今特征：自晚更新世( q _ 3 )中期以来，区域应力场的最大主应力( _ 1 )作用方向转为近南北向( n10 w )作用并一直持续至今，地壳岩体的三向应力状态及应力?形变作用经历了由早期的“潜在正断型”转变到近期的“潜在走滑型”两个不同的发展阶段。 - In the last part of the thesis a study of engineering effect about the complicated rock mass was done base on a numerical simulation and the engineering geological condition in the dam site . numerical simulation result reflect several disciplinarian of stress - distortion action in the right bank slope . firstly , today ' s right bank stress field mainly is grave stress field
在上述研究工作的基础上，通过对右岸岩体应力?形变作用的有限元数值模拟分析，表明：右岸坝基岩体的现今应力场主要是在自重应力场的基础上，河谷下切应力、分异的应力场。