西南某水电站供肩槽高边坡稳定性的二维有限元分析

采用数值模拟方法研究和论证我国西南某水电站拱肩槽高边坡的稳定性。重点对左岸拱肩槽边坡在自然状态下和施工开挖过程中以及开挖后的应力、应变场特征和演化规律进行了二维有限元分析，并据此对边坡的稳定性进行分析与评价，为设计和施工提供了科学依据。     

暴雨对四川三台县中新中学滑坡稳定性的影响

在平推式滑坡的稳定性分析中,暴雨是诱发滑坡失稳的重要因素。利用平滑式滑坡的力学模型,采用天然工况和暴雨工况对三台县中新中学滑坡进行了稳定性计算,结果表明暴雨产生的后缘裂隙静水压力是中新中学滑坡可能失稳的最主要因素。     

西沱变形体特征及稳定性评价

在阐述西沱变形体基本特征的基础上,研究分析变形体变形的主要影响因素——地质环境因素(地形地貌、地层岩性、物质结构)、外界影响因素(降水因素、洪水因素、人为因素、新构造及地震),以及变形体近期变形特征,通过剖面递推系数法计算,对变形体的稳定性进行了评价,为变形体优化整治措施提供依据。     

吉林台水电站厂房高边坡稳定性及加固措施研究

吉林台水电站厂房后边坡开挖形成140～340m的高边坡,保证其长期运行稳定性至关重要.在结合地质资料对边坡的失稳模式进行初步判断的基础上,采用极限平衡分析方法对正常蓄水、暴雨影响、地震荷载等工况条件下边坡的整体抗滑稳定性进行分析,得出暴雨对边坡稳定影响较大的结论,据此提出以排水结合预应力锚索为主的边坡加固增稳措施,实践证明该措施是有效的.     

数据分析法确定嶂山闸闸基渗透压力

闸基渗透压力是影响水闸闸室稳定的关键性因素。当水闸同时受到上下游水位差、基底承压水头、粘性土地基扬压力滞后等多重因素作用时 ,闸基渗透压力的估算就变得比较困难。通过对嶂山闸闸基历年实测渗透压力数据进行统计分析 ,初步揭示其基底渗透压力的变化规律 ,为该闸闸室稳定性分析提供依据。     

锦屏一级水电站左岸抗力体基础处理洞室群围岩稳定性分析

通过对锦屏一级水电站左岸抗力体五层洞室岩体结构特征详细调查,采用水电围岩分类的方法对抗力体洞室进行围岩分类。分类结果表明：抗力体洞室围岩以Ⅲ2类围岩居多,占了50％左右,其次为Ⅳ类,占36％左右,Ⅲ1和Ⅴ类围岩所占比例较少。通过对洞室施工开挖失稳破坏现象的调查研究,分析了洞室失稳破坏的机制及破坏形式,认为围岩主要的破坏形式为弱面控制型的块体滑移塌落。对洞室监测资料的分析结果表明,在目前的支护条件下,总体监测未见异常,整体上基础处理洞室监测状态稳定。但F5、F42-9断层及煌斑岩脉等软弱部位应力及变形缓慢增加,需要加强监测。最后根据分析结果提出了建议。     

Nonlinear stability of the libration points in the photogravitational restricted three body problem

The stability of the triangular libration points in the case when the first and the second order resonances appear was investigated. It was proved that the first order resonances do not cause instability. The second order resonances may lead to instability. Domains of the instability in the two-dimensional parameter space were determined.     

Weak stability boundary trajectories for the deployment of lunar spacecraft constellations

Suitable lunar constellation coverage can be obtained by separating the satellites in inclinations and node angles. It is shown in the paper that a relevant saving of velocity variation ΔV can be achieved using weak stability boundary trajectories. The weakly stable dynamics of such transfers allows the separation of the satellites from the nominal orbit to the required orbit planes with a small amount of ΔV. This paper also shows that only one different set of orbital parameters at Moon can be reached with the same ΔV manoeuvre starting from a nominal trajectory and ending at a fixed periselenium altitude. In fact, such a feature is proved to be common to other simpler dynamical systems, such as the two- and three-body problems.     

Structure and stability of rotating fluid disks around massive objects. I. Newtonian formulation

In this paper we have presented a very general class of solutions for rotating fluid disks around massive objects (neglecting the self gravitation of the disk) with density as a function of the radial coordinate only and pressure being nonzero. Having considered a number of cases with different density and velocity distributions, we have analysed the stability of such disks under both radial and axisymmetric perturbations. For a perfect gas disk with γ= 5/3 the disk is stable with frequency (MG/r³)^1/2 for purely radial pulsation with expanding and contracting boundary. In the case of axisymmetric perturbation the critical γ_c for neutral stability is found to be much less than 4/3 indicating that such disks are mostly stable under such perturbations. On leave of absence from Government College, Jagdalpur 494005.     

General relativistic analysis of structure and stability of charged fluid disks around compact objects

In this paper we give a detailed general relativistic formulation of the study of structure and stability of charged fluid disks around compact objects like black holes neglecting the self-gravitation of the disk itself. Having presented the general equations for equilibrium as well as for perturbations we solve explicitly the cases of rigidly and differentially rotating thin disks, with constant charge density and zero pressure, confined to the equatorial plane of the black hole. By using normal mode analysis we have analysed the stability of such disks under purely radial perturbations and find that the disks are generally stable. On leave of absence from Government College, Jagadalpur 494005