The analysis of free vibration of hydropower house by means of two methods are deformation of inclination Angle and slope deflection.
本文首先叙述用两种方法(倾角变位法和角变位移法)分析水电站厂房的自振特性。
The levee classification provides the method and basis for analysis of levee foundation seepage deformation, levee slope stability and segmented evaluation on levee engineering geology.
堤基结构分类为堤基渗透变形、堤坡稳定性分析和堤基工程地质分段评价提供了方法和依据。
This paper builds up a dynamic analysis method for slope stability, an accelerated deformation prediction model for mid and long-term, and two modifying prediction models for temporary sliding.
此论文描述一个动态边坡稳定性分析方法，预测中长期加速变形规律。同时还包括两个改进的临时滑动预测模型。
Based on the discontinuous deformation analysis (DDA), the stability of the high rock slope behind the power house of Jiudianxia hydroelectric station was studied.
应用非连续变形分析(DDA)对九甸峡水电站厂房高岩体高边坡进行了稳定性分析研究，建立了DDA块体系统分析模型。
The analysis will raise the knowledge of rock mass deformation of high excavated slope and provide design basis of rock slope excavation for future works.
对升船机及临时船闸高边坡岩体的变形分析将提高人们对人工开挖高边坡岩体变形的认识，为以后工程的岩体边坡开挖设计提供依据。
Thus, non-linear large deformation finite element analysis is necessary slope.
因而，采用非线性大变形有限元分析土坡是很有必要的。
For the complex geological conditions for the terrain slope, it becomes a major engineering challenge to accurately analysis slope deformation mechanism and determine the stability of the slope.
对于工程地质条件复杂的边坡，要想准确地分析边坡变形机制并判断边坡的稳定性在目前仍是一大困难。
This paper USES Discontinuous Deformation Analysis (DDA) to analyse the dynamic stability of a rock slope slide.
本文用块体系统非连续变形分析(DDA)方法，对岩石滑坡体进行动态稳定分析。
According to the practical condition of large open pit slope, the design, observation, data processing and deformation analysis methods of a GPS deformation monitoring network are presented.
根据我国某大型露天矿山边坡的实际情况，介绍了GPS变形监测网的设计、观测、数据处理和变形分析的方法。
On the basis of monitoring results obtained from the permanent lock slope of TGP, this paper presents an analysis on the characteristics of rock deformation and its effective factors.
根据三峡工程永久船闸高边坡变形监测成果，对船闸边坡岩体的变形特征及其影响因素进行了分析。
The analysis is made on these problems. Then, synthetic analysis on slope stability and ground deformation combined history-case is carried out and corresponding analytical methods are given.
针对这两方面的问题进行综合分析，然后，结合实例就边坡稳定性和地面变形进行了分析，并给出了综合分析方法。
The numerical models are applied to the analysis of water-air transmission, deformation and strength variation in an expansive soils slope during infiltration.
利用有限元方法对非饱和膨胀土边坡的降雨入渗过程进行了数值模拟研究，全面研究了膨胀土边坡中水气运移、强度与变形特征等。
A new kind of shifting track diagram of monitoring point, which is concise, intuitionistic and informative, is presented in this paper in order to improve data analysis of slope deformation.
针对目前谷坡变形监测数据整理结果的某些弊病，设计一种简洁、直观、信息量丰富的变形位移轨迹图，较好地将变形时段、变形量、变形方向有机地结合起来。
The stability analysis of slope is always an important problem in civil engineering, landslide deformation failure is a kind of serious geologic disaster.
边坡的稳定问题一直是土木工程中的重要问题，滑坡是一种严重的地质灾害。
It's also discovery that there is displacement discrepancy in the slide mass along the slip surface, which sets new theoretical base for ground surface deformation analysis and slope failure process.
揭示了滑体沿滑面的滑动位移具有差异性滑动的变形非协调现象，为分析地表变形和滑坡解体过程奠定了新的理论基础。对含碎石粘性土滑坡的不同治理措施进行了系统研究。
It's also discovery that there is displacement discrepancy in the slide mass along the slip surface, which sets new theoretical base for ground surface deformation analysis and slope failure process.
揭示了滑体沿滑面的滑动位移具有差异性滑动的变形非协调现象，为分析地表变形和滑坡解体过程奠定了新的理论基础。对含碎石粘性土滑坡的不同治理措施进行了系统研究。
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