共查询到20条相似文献，搜索用时 31 毫秒
1.
在青海玉树地震之后,有大量路基出现由于液化而导致的病害问题。以青海S308线结古—曲麻莱段公路路基变形为例,通过FLAC3D数值模拟软件还原该路基在地震中的变形破坏过程,得出如下结论:(1)无地下水情况下,边坡出现明显塑性屈服的振动强度是0.6g,塑性屈服首先发生在填土厚度较薄的路基两端。(2)若砂土完全饱水,随振幅的增加,饱和砂土层液化趋势逐渐增强。振幅小于0.3g时砂土层没有液化。振幅为0.4g时5s以后砂土层出现液化;振幅大于0.5g以后,从振动的开始就出现了液化。(3)下伏饱和砂土的路基动力破坏机理为:饱和砂土层近地表处屈服屈服区在饱和砂土层中向中部扩展饱和砂土层屈服贯通饱和砂土层完全屈服填土后部首先破坏填土破坏区在填土-砂土界面向下扩展填土后部地表屈服开裂破坏区在填土内扩展。至最终破坏时,填土中后部大范围开裂屈服,但填土前部依然保持完整。 相似文献
2.
《Journal of Atmospheric and Solar》2007,69(9):969-972
The relativistic motion of electrons in the field of a finite amplitude circularly polarized whistler propagating along a constant magnetic field in a plasma with longitudinal inhomogeneity is considered. It is shown that the equations of the particle motion exhibit a constant of the motion despite the spatial dependence of the wave parameters. The existence of the constant allows one to reduce the equations of motion to a canonical form describing one-dimensional oscillations of a particle with the Hamiltonian slowly varying in the process of the oscillations. 相似文献
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Sukumar Basu Mallik 《Pure and Applied Geophysics》1972,96(1):52-60
Summary The propagation of disturbances in a composite viscoelastic layer when subjected to an impulsive force in the presence of a primary magnetic field, has been investigated in this note. The mechanical displacement has been derived from the electro-magnetic equations of Maxwell, the equation of motion and the stress-strain relations of the materials considered and has been computed for small values of time. 相似文献
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D. K. Sinha 《Pure and Applied Geophysics》1972,99(1):94-98
Summary The present note is concerned with the investigation of responses under random processes of a beam-plate placed in a magnetic field which is transverse in nature. The distinctive features of the motion have been pointed out. 相似文献
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Abstract A new method is introduced to produce a uniform stratified flow over a stationary obstacle in an open channel. The flow is achieved by discharging the flow from the channel through a sink. The details of the sink are unimportant. The flow speed is limited only by the sink capacity. Selective withdrawal at lower densimetric Froude numbers is effectively eliminated through the use of a contraction. The standing, free-surface, long wave arising from the initiation of the flow is also eliminated by the contraction. Experiments are conducted for flow over a sphere for a range of Reynolds numbers from O(102) to O(103) and a range of Richardson numbers from O(10?1) to O(10). Dye and neutrally buoyant droplets are used for quantitative analysis of the wake structure. The wake is also probed by a hot-film anemometer. The frequency of vortex shedding is obtained. Comparison with data from towed experiments is also presented. 相似文献
7.
In order to enable greater accuracy in the determination of the mass discharge of gas and water-gas ratios (WGR) in groundwater from springs, we have developed a field-deployable instrument using commercially available components to independently measure the gas and water mass flow rates in springs with bubbling mixed-phase flow. Collecting and measuring the free gas phase will allow for further compositional analysis that may be useful in improving gas-derived parameters such as recharge temperature and age, as well as quantification of methanogenesis and flux of crustal/mantle gasses. By installing a phase separator at the spring discharge, a thermal mass flow sensor is utilized to measure the gas flow rate (ebullition + flux) generated from a spring. The water flow rate is determined by a standard weir. Field performance of the device was tested on a spring discharging from the Arbuckle-Simpson aquifer near the town of Connerville in south-central Oklahoma, USA. 相似文献
8.
Geomagnetism and Aeronomy - Earlier, we carried out detailed numerical studies of the initial stage of the formation and movement of a toroidal plasma bunch after its flight from a plasma gun, and... 相似文献
9.
Changes in macroalgal communities in the vicinity of a Mediterranean sewage outfall after the setting up of a treatment plant 总被引：4，自引：0，他引：4
Benthic macroalgal communities of the upper rocky sublittoral were studied in 1995-1996 in the vicinity of the Marseille (Mediterranean, France) sewage outfall, 8 years after the setting up of a wastewater treatment plant and compared to a previous study carried out in 1972-1974. The number of taxa has increased, a clear stational and seasonal gradient of differentiation of the vegetation appeared, and a turf of ephemeral species is taking place of Corallina elongata at sites close to the outfall. These changes may be due to a decrease in pollutant load, the discharge of ferric chlorates used in the treatment process. However, the overall change is much less conspicuous than that described for deeper soft bottom communities, in particular the Cystoseira amantacea community is not still restored. Biological traits of this species (short distance dispersal) and the nature of most pollutants removed from the effluent (solids and organic matter) may explain this phenomenon. 相似文献
10.
The two-dimensional response of a viscoelastic half-space containing a buried, unlined, infinitely long cylindrical cavity of circular cross-section subjected to harmonic plane SH, P, SV and Rayleigh waves is obtained by an indirect boundary integral method based on the two-dimensional Green's functions for a viscoelastic half-space. An extensive critical review of the existing numerical results obtained by other techniques is presented together with some new numerical results describing the motion on the ground surface and the motion and stresses on the wall of the cavity for P, SV, SH and Rayleigh waves. 相似文献
11.
向日面磁层顶在平静太阳风条件下,处于10RE（RE为地球半径）左右．但在异常的太阳风条件下,即南向行星际磁场很强和（或）太阳风的动压很大时,会被压缩,甚至到达同步轨道附近．集中分析2001年4月11日的磁暴事件,研究当磁层顶发生强烈压缩以后。在地球空间和地面上产生的磁场影响．磁层顶位形选取Shue（1998）模型计算．当把计算结果与GOESl0卫星的观测数据对比时发现：磁层顶在强的太阳风条件下的确会被压缩到同步轨道以内．Shue（1998）模型的预测基本正确,通常的漏报可能是由于预报的位置误差所致．实际磁层顶电流片的位置和强度与我们假设的理想磁层顶间断面计算结果基本吻合．在分析大磁暴过程时,磁层顶压缩使磁层顶电流对于中低纬度地磁场扰动有突出的贡献,在2001年4月事件中,这个贡献可以大于50nT,占主相的1／6左右．这一贡献可以使Dst指数产生相应的误差． 相似文献
12.
The artificial replenishment of sediment is used as a method to re-establish sediment continuity downstream of a dam. However, the impact of this technique on the hydraulics conditions, and resulting bed morphology, is yet to be understood. Several numerical tools have been developed during last years for modeling sediment transport and morphology evolution which can be used for this application. These models range from 1D to 3D approaches: the first being over simplistic for the simulation of such a complex geometry; the latter requires often a prohibitive computational effort. However, 2D models are computationally efficient and in these cases may already provide sufficiently accurate predictions of the morphology evolution caused by the sediment replenishment in a river. Here, the 2D shallow water equations in combination with the Exner equation are solved by means of a weak-coupled strategy. The classical friction approach considered for reproducing the bed channel roughness has been modified to take into account the morphological effect of replenishment which provokes a channel bed fining. Computational outcomes are compared with four sets of experimental data obtained from several replenishment configurations studied in the laboratory. The experiments differ in terms of placement volume and configuration. A set of analysis parameters is proposed for the experimental-numerical comparison, with particular attention to the spreading, covered surface and travel distance of placed replenishment grains. The numerical tool is reliable in reproducing the overall tendency shown by the experimental data. The effect of fining roughness is better reproduced with the approach herein proposed. However, it is also highlighted that the sediment clusters found in the experiment are not well numerically reproduced in the regions of the channel with a limited number of sediment grains. 相似文献
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Chemical and isotopic analysis of karst water dripping over a one year period from seeps in a cave above the Cenomanian aquifer in the Judea hills of Israel lead to several conclusions: (i) The tritium ages and the chemical composition of water from different seeps in a karstic cave vary greatly, (ii) The reservoirs in the upper part of the vadose zone hold water for up to several decades, (iii) Some of the cave seeps are mixtures of the old and more recent meteoric water from paths of different length, (iv) The history of storm events can only be traced in some of the seeps, (v) For most dripping seeps there is no immediate response of seepage discharge to the rainfall intensity and quantity—i.e. the seepage discharge is fairly constant. 相似文献
14.
C. Dages M. Voltz A. Bsaibes L. Prvot O. Huttel X. Louchart F. Garnier S. Negro 《Journal of Hydrology》2009,375(3-4):498-512
Water balance variables were monitored in a farmed Mediterranean catchment characterized by a dense ditch network to allow for the separate estimation of the diffuse and concentrated recharge terms during flood events. The 27 ha central part of the catchment was equipped with (i) rain gauges, (ii) ditch gauge stations, (iii) piezometers, (iv) neutron probes, and (v) an eddy covariance mast including a 3D sonic anemometer and a fast hygrometer. The water balance was calculated for two autumnal rain and flood events. We also estimated the uncertainty of this approach with Monte Carlo simulations. Results show, that although ditch area represents only 6% of the total study area, concentrated recharge appeared to be the main source of groundwater recharge. Indeed, it was 40–50% of the total groundwater recharge for autumnal events, which are the major annual recharge events. This indicate that both, concentrated and diffuse recharge should be taken into account in any hydrological modeling approach for Mediterranean catchments. This also means that, since they collect overland flow that is often largely contaminated by chemicals, ditches may be a place where groundwater contamination is likely to occur. The uncertainty analysis indicates that recharge estimates based on water balance exhibit large uncertainty ranges. Nevertheless, Monte Carlo simulations showed that concentrated recharge was higher than expected based on their area. 相似文献
15.
本文采用有限元方法研究层状场地中透镜体对地震动影响的基本规律,分析层状场地与均匀场地的差别、含透镜体场地与不含透镜体场地对地震动影响的差别,以及透镜体埋深、宽度、厚度、刚度和输入波频谱等因素对地震动反应谱的影响.研究表明,层状场地与其等效的均匀场地有着显著的差别;透镜体的存在对地震动有显著的放大作用,该放大作用可达93.5%;由于入射波在透镜体周围的散射,会产生竖向加速度,且竖向加速度的短周期成分相对较多;透镜体埋深、宽度、厚度、刚度以及输入波频谱等因素对地震动反应谱具有重要的影响. 相似文献
16.
Based on the Kalman filter theory, a new data-assimilation method has been used to improve the 3-D oceanic temperature field
of the Center for Ocean-Land-Atmosphere Studies (COLA) coupled general circulation model. This method is applied to assimilate
surface and subsurface temperature of in situ measurements from the Pilot Research Moored Array in the Tropical Atlantic project
(PIRATA). The assimilation of the PIRATA data produces an improved representation of the thermal state of the ocean and allows
a better estimation of other oceanographic quantities, like meridional heat fluxes and zonal currents. The present paper focuses
on the tropical Atlantic and, in particular, it contains new reconstructed temperature profiles. One-month forecast experiments
during 1999 were performed and the impact of the assimilation is discussed.
Received: 24 April 2001 / Accepted: 8 March 2002 相似文献
17.
Hari Sankar Chakraborty 《Pure and Applied Geophysics》1969,76(1):71-78
Summary The problems of radial vibration of a composite orthotropic cylinder subjected to a uniform axial magnetic field forms the chief interest of the paper. 相似文献
18.
B. G. Verma 《Pure and Applied Geophysics》1970,83(1):46-48
Summary The paper considers a shock wave to be reflected from a wall in the presence of a transverse magnetic field when the radiation pressure and radiation energy are taken into account. It has been shown that under certain physical conditions, the velocity of the reflected radiative shock would be greater than the corresponding velocity when the magnetic field and radiation effects are neglected. 相似文献
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本文对宝鸡职业技术学院图书馆结构进行分析,对此工程的结构方案进行了优化,讨论了大底盘双塔弱连体结构抗震设计中的若干问题。采用基于性能抗震设计方法,计算了连体滑动支座的滑移控制量并根据滑移量设计了适合本工程的滑动支座。采用SATWE及ETABS软件进行计算比较,通过比较,可以看出此工程各项指标良好,结构抗震性能较好。 相似文献