基于剩余推力法的地震滑坡永久位移研究   总被引：5，自引：0，他引：5  

祁生林祁生文  伍法权刘春玲 《工程地质学报》2004,12(1):63-68

基于剩余推力法思想 ,结合Newmark有限滑动位移法 ,考虑了由于动力作用造成的孔隙水压力变化 ,对一种最为常见的边坡灾害滑坡 ,提出了一种简便的估算地震动力永久位移的方法。对一实例用该法和快速拉格朗日元 (FLAC3D)进行对比计算 ,结果表明两者的结果基本接近 ,前者要保守一些。这就使得应用剩余推力法这一常规方法对滑坡进行真正意义上的动力时程分析成为可能.  相似文献   

Dynamic active earth pressure on cantilever retaining walls     

Anna Scotto di Santolo  Aldo Evangelista 《Computers and Geotechnics》2011

In normal practice, the active earth pressure on cantilever retaining wall is evaluated with different procedures relating to an ideal vertical plane passing through the heel of the wall. If the wall presents a long heel, failure planes do not interfere with the vertical stem, so that the limit Rankine conditions can develop freely in the backfill. The inclination of lateral actions along the ideal plane is assumed to be constant and depends on the geometry of the ground level and on the friction angle φ. The Authors recently proposed a new method to evaluate the active earth pressure coefficient due to seismic loading with a pseudo-static stress plasticity solution. The present paper describes the application of this method to a retaining wall supporting a φ soil backfill with an irregular surface. For two different configurations of wall-soil system, the behaviour is also studied by continuum FDM dynamic analyses, utilising four Italian accelerometric time-histories scaled at the same peak ground acceleration. The comparison between different procedures is also analysed.  相似文献   

小基线集合成孔径雷达干涉测量算法及其应用     

程滔  葛春青  陶舒  刘倩  高志宏 《测绘科学》2015,(11)

针对地理国情监测中地表形变监测研究不足的现状,文章在分析常规DInSAR特点及趋势性发展的基础上,结合地理国情监测的尺度特征与实际需求,给出了小基线集(SBAS-InSAR)算法原理;并比较了与永久散射体(PS-InSAR)算法的异同点;在此基础上,选取试验区,获取了COSMO-SkyMed雷达卫星数据,采用SBAS-InSAR算法,提取了试验区时间序列地表形变量与形变速率。结果表明:SBAS-InSAR算法可以利用比较适中的数据量获取到较高精度的反演结果,能够满足地理国情监测的实际需要,在地理国情监测中具有很好的适用性和可行性。  相似文献   

Comparison between predictions using different simplified Newmarks' block-on-plane models and field values of earthquake induced displacements     

A. S. Al-Homoud  W. Tahtamoni 《Soil Dynamics and Earthquake Engineering》2000,19(2):440

The study is concerned with the assessment of simplified Newmarks' block-on-plane models available in the literature for evaluating the permanent earthquake induced displacements of cut slopes and embankments, and the recommendation of a well-verified model/procedure. For this purpose, incidents of earthquake induced displacements of geotechnical structures, were collected from worldwide literatures and used in the study. Actual values of displacements were compared with predictions using different models.Based on the analyses, interpretations and discussions in this study, it was concluded that the Nadim and Whitman method (Nadim F, Whitman RV. Journal of the Geotechnical Engineering Division, ASCE 1983;109(GT7):915–931) is the most accurate method for obtaining the earthquake induced displacement. The correlation coefficient between predicted values using the Nadim and Whitman method and the actual recorded ones for geotechnical structures was 0.770; the highest among correlation coefficients for other methods.  相似文献   

大地测量基本常数--对"永久性潮汐与大地测量基准"一文的一个注记   总被引：7，自引：0，他引：7  

陈俊勇 《测绘学报》2000,29(3):280-281

本文是对“永久性潮汐与大地测量基准＾「１」一文的补充和注记。文中将ＩＡＧ给定的大地测量基本常数ａ,Ｊ２、ＧＭ和ω的近期所测定的最新值作了介绍,并对它们与永久性潮汐有关的数值作了分类（无潮汐值、平均潮汐值和零潮汐值）,以使有关方面采用。  相似文献   

广东省汤溪水库大坝抗震稳定性分析     

常宝琦  杨廉法 《华南地震》1992,12(4):85-94

汤溪水库始建于1959年,当时未对地震设防。为响应“国际减灾十年”号召,有关部门要求对该水库大坝的抗震能力进行复核。 在研究区的地震地质、地震活动性以及深部地球物理场等资料的基础上,划分出四个潜在震源区,并用概率地震危险性分析方法,给出复核大坝抗震能力的两个等级的地震动:取地震复发周期475年(相当于地震基本烈度)的峰加速度142.2cm/s~2,复发周期2474年(相当于“罕遇烈度”)的峰加速度229.6cm/s~2。 在上述地震动下,利用三种方法对大坝抗震能力进行复核:1.水工建筑物抗震设计规范SDJ10—78的拟静力法;2.有限元整体永久变形分析法;3.有限滑动永久变形分析法。根据上述三种方法的复核结果,主坝可以抗御地震基本烈度的作用;在罕遇烈度下,几种方法的结果稍有不同;拟静力法的最小安全系数K=1.08,稍小规范规定的1.1;整体永久变形算出的最大水平永久变形10.8cm,估计坝顶和坝坡会出现规模不大条数不多的纵、横向裂缝,因此是可以接受的,有限滑动分析的几种类似的方法给出的结果差别较大,尤其是Romo法,得出水平和垂直最大永久变形分别为66cm和21cm。综合来看,在罕遇烈度下,主坝的抗震能力处于临界状态。副坝抗震能力高,在罕遇烈度下也是令人放心的。  相似文献   

Spatial and temporal structure of Tropical Pacific interannual variability in 20th century coupled simulations   总被引：1，自引：0，他引：1  

Antonietta Capotondi  Andrew Wittenberg  Simona Masina 《Ocean Modelling》2006,15(3-4):274

Tropical Pacific interannual variability is examined in nine state-of-the-art coupled climate models, and compared with observations and ocean analyses data sets, the primary focus being on the spatial structure and spectral characteristics of El Niño-Southern Oscillation (ENSO). The spatial patterns of interannual sea surface temperature (SST) anomalies from the coupled models are characterized by maximum variations displaced from the coast of South America, and generally extending too far west with respect to observations. Thermocline variability is characterized by dominant modes that are qualitatively similar in all the models, and consistent with the “recharge oscillator” paradigm for ENSO. The meridional scale of the thermocline depth anomalies is generally narrower than observed, a result that can be related to the pattern of zonal wind stress perturbations in the central-western equatorial Pacific. The wind stress response to eastern equatorial Pacific SST anomalies in the models is narrower and displaced further west than observed. The meridional scale of the wind stress can affect the amount of warm water involved in the recharge/discharge of the equatorial thermocline, while the longitudinal location of the wind stress anomalies can influence the advection of the mean zonal temperature gradient by the anomalous zonal currents, a process that may favor the growth and longer duration of ENSO events when the wind stress perturbations are displaced eastwards. Thus, both discrepancies of the wind stress anomaly patterns in the coupled models with respect to observations (narrow meridional extent, and westward displacement along the equator) may be responsible for the ENSO timescale being shorter in the models than in observations. The examination of the leading advective processes in the SST tendency equation indicates that vertical advection of temperature anomalies tends to favor ENSO growth in all the CGCMs, but at a smaller rate than in observations. In some models it can also promote a phase transition. Longer periods tend to be associated with thermocline and advective feedbacks that are in phase with the SST anomalies, while advective tendencies that lead the SST anomalies by a quarter cycle favor ENSO transitions, thus leading to a shorter period.  相似文献   

InSAR技术在沂沭断裂带地表形变监测中的应用研究     

于胜文  王志伟  刘国林  姜兆英  陶秋香 《测绘科学技术学报》2016,(2):150-156

针对常规大地测量监测沂沭断裂带地表形变结果无法全面反演该区域构造应力场的局限性,尝试采用PS和SBAS两种In SAR时序分析技术对该区域地表形变进行监测。首先对SBAS-In SAR技术的原理进行详细推导和分析;在此基础上,对覆盖研究区的14景ENVISAT-ASAR数据采用PS-In SAR和SBAS-InSAR技术进行处理,分别提取了该区域地表年平均形变速率图;通过与水准监测数据的对比分析发现:InSAR时序分析方法在大范围、持续缓慢断裂带地表形变监测中能够获取与精密水准监测一致的形变趋势,且SBAS-In SAR技术在数据量较少情况下能获得更好的监测效果。这表明In SAR时序分析技术可以作为断裂带微小地表形变监测的有效手段。  相似文献   

重力潮汐改正          下载免费PDF全文

宋兴黎  于沉 《地球物理学报》1988,31(5):519-526

高精度重力测量迫切要求提高重力潮汐改正的精度,本文应用现有的我国重力潮汐观测成果和海潮重力负荷改正计算结果,提出一组重力潮汐改正的实用计算公式。并且根据计算误差要求小于±1μGal的条件下,将我国划分为四个区,与合适的计算式相对应。此外,对近年来国外学者所提出的理论重力潮汐改正计算公式进行了评述,尤其对过去不曾注意的潮汐永久项（M₀S₀波）在潮汐改正中的影响进行了较详细的讨论。最后还对目前海潮负荷改正的精度提出了一些看法。  相似文献   

A correlation for permanent earthquake-induced deformation of earth embankments     

Raghvendra Singh  Debasis Roy  Debatosh Das   《Engineering Geology》2007,90(3-4):174-185

Seismic design of earth dams and embankments is mainly controlled by the permanent deformation that may be induced directly or indirectly because of the design earthquake. Simple design charts, such as those developed by Yegian et al. [Yegian, M.K., Marciano, E.A., and Ghahraman, V.G. 1991. Earthquake-induced permanent deformations: Probabilistic approach. J. Geotech. Eng., 117, 35–50.], Hynes-Griffin and Franklin [Hynes-Griffin, M.E., and Franklin, A.G. 1984. Rationalizing the Seismic Coefficient Method. Miscellaneous Paper GL-84-13, US Army Corps of Engineers Waterways Experiment Station, Vicksburg, Mississippi.], Makdisi and Seed [Makdisi, F.I., and Seed, H.B. 1978. Simplified procedure for estimating dam and embankment earthquake-induced deformations. J. Geotech. Eng., 104, 849–867.], and Sarma [Sarma, S.K. 1975. Seismic stability of earth dams and embankments. Géotechnique, 25, 743–761.], are often used to obtain a preliminary estimate of the permanent, earthquake-induced deformation of earth dams and embankments. Comparison of permanent deformations estimated from these procedures with observations from 122 published case histories on performance of earth dams and embankments during past earthquakes indicate that the estimated permanent earthquake-induced deformations were, in general, smaller than the observed deformations. However, the observed permanent deformation, D_avg, was found to relate to the ratio of yield acceleration, a_y, and the peak horizontal ground acceleration, a_max. The scatter in the observational data, upon which the D_avg–a_y/a_max relationship is based, can be partly explained by the variations in the ratio of the fundamental (elastic) period of the earth structure, T_D, and the predominant period of the earthquake ground motion, T_p, and the magnitude of the earthquake, M_W.  相似文献