CALCULATING THE DYNAMIC STIFFNESS MATRIX OF 2-D FOUNDATIONS BY DISCRETE WAVE NUMBER INDIRECT BOUNDARY ELEMENT METHODS     

J. X. ZHAO  A. J. CARR  P. J. MOSS 《地震工程与结构动力学》1997,26(1):115-133

Apart from some special cases, calculating the dynamic stiffness matrix of foundations on a layered half-space, especially for embedded foundations, is computationally expensive. An efficient method for two-dimensional foundations in a horizontally layered soil media is presented in this paper. This method is based on indirect boundary element methods and uses discrete wave number solution methods for calculating Green's functions for displacements and analytical methods for the integrations over the boundary. For surface foundations, the present method applies at all frequencies. For embedded foundations or for constructing energy transmitting boundaries, because the free-field part is modelled by boundary elements and the excavated part is modelled by finite elements, the present method applies only at low frequencies for the spring coefficients (the real parts of the dynamic stiffness matrix) but applies at all frequencies for the damping coefficients (the imaginary part of the dynamic stiffness matrix) for undamped sites. The novelty of the method can be used for three-dimensional foundations. © 1997 by John Wiley & Sons, Ltd.  相似文献   

Estimation of the 3D correlation structure of an alluvial aquifer from surface-based multi-frequency ground-penetrating radar reflection data     

Zhiwei Xu  James Irving  Kyle Lindsay  John Bradford  Peimin Zhu  Klaus Holliger 《Geophysical Prospecting》2020,68(2):678-689

Knowledge about the stochastic nature of heterogeneity in subsurface hydraulic properties is critical for aquifer characterization and the corresponding prediction of groundwater flow and contaminant transport. Whereas the vertical correlation structure of the heterogeneity is often well constrained by borehole information, the lateral correlation structure is generally unknown because the spacing between boreholes is too large to allow for its meaningful inference. There is, however, evidence to suggest that information on the lateral correlation structure may be extracted from the correlation statistics of the subsurface reflectivity structure imaged by surface-based ground-penetrating radar measurements. To date, case studies involving this approach have been limited to 2D profiles acquired at a single antenna centre frequency in areas with limited complementary information. As a result, the practical reliability of this methodology has been difficult to assess. Here, we extend previous work to 3D and consider reflection ground-penetrating radar data acquired using two antenna centre frequencies at the extensively explored and well-constrained Boise Hydrogeophysical Research Site. We find that the results obtained using the two ground-penetrating radar frequencies are consistent with each other, as well as with information from a number of other studies at the Boise Hydrogeophysical Research Site. In addition, contrary to previous 2D work, our results indicate that the surface-based reflection ground-penetrating radar data are not only sensitive to the aspect ratio of the underlying heterogeneity, but also, albeit to a lesser extent, to the so-called Hurst number, which is a key parameter characterizing the local variability of the fine-scale structure.  相似文献   

An experimental study on microscopic characteristics of gas-bearing sediments under different gas reservoir pressures     

Zhenqi Guo  Tao Liu  Lei Guo  Xiuting Su  Yan Zhang  Sanpeng Li 《海洋学报(英文版)》2021,40(10):144-151

Gas-bearing sediments are widely distributed in five continents all over the world. Most of the gases exist in the soil skeleton in the form of discrete large bubbles. The existence of gas-phase may increase or decrease the strength of the soil skeleton. So far, bubbles’ structural morphology and evolution characteristics in soil skeleton lack research, and the influence of different gas reservoir pressures on bubbles are still unclear. The micro characteristics of bubbles in the same sediment sample were studied using an industrial CT scanning test system to solve these problems. Using the image processing software, the micro variation characteristics of gas-bearing sediments in gas reservoir pressure change are obtained. The results show that the number and volume of bubbles in different equivalent radius ranges will change regularly under different gas reservoir pressure. With the increase of gas reservoir pressure, the number and volume of tiny bubbles decrease. In contrast, the number and volume of large bubbles increase, and the gas content in different positions increases and occupies a dominant position, driving the reduction of pore water and soil skeleton movement.  相似文献   

Calibration and validation of a general infiltration model     

Surendra Kumar Mishra  Shashi Ranjan Kumar  Vijay P. Singh 《水文研究》1999,13(11):1691-1718

A general infiltration model proposed by Singh and Yu (1990) was calibrated and validated using a split sampling approach for 191 sets of infiltration data observed in the states of Minnesota and Georgia in the USA. Of the five model parameters, f_c (the final infiltration rate), S_o (the available storage space) and exponent ‘n’ were found to be more predictable than the other two parameters: m (exponent) and a (proportionality factor). A critical examination of the general model revealed that it is related to the Soil Conservation Service (1956) curve number (SCS‐CN) method and its parameter S_o is equivalent to the potential maximum retention of the SCS‐CN method and is, in turn, found to be a function of soil sorptivity and hydraulic conductivity. The general model was found to describe infiltration rate with time varying curve number. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

对DMAPS野外采集程序的改进     

李乃良 《测绘与空间地理信息》2006,29(3):42-44

随着数字化测图的开展和深入,安徽省测绘局DMAPS成图软件野外采集程序的原有功能已不能较好的满足数字化生产需求,但其本身和其它数字化成图软件的野外采集程序相比又有较多的优点,如加以适当改进,便能更好的适应数字化测图的需要,本文论述对野外采集程序加以改进的方法。  相似文献   

考虑钙质砂细观颗粒形状影响的液体拖曳力系数试验     

吴野  王胤  杨庆 《岩土力学》2018,39(9):3203-3212

钙质砂作为南海岛礁填筑常用的岩土材料,其渗透性很大程度上决定着填筑后土体的固结和沉降。拖曳力系数是表达流体对土体颗粒表面力的参数,也是表征颗粒状土体渗透能力的一个重要参数,目前国内外对钙质砂拖曳力系数的研究十分有限。首先引入一个修正的三维参数 对钙质砂这种天然非规则颗粒材料的形状进行定量描述,然后开展一系列单个钙质砂颗粒在液体中沉降试验,利用高速相机记录颗粒沉降过程,结合图像处理技术获得颗粒沉降平衡速度Ut,进而计算出拖曳力系数CD和雷诺数Re,最后拟合出包含CD、Re及 三个参数的钙质砂拖曳力系数半经验模型。结果发现,在相同雷诺数条件下钙质砂的形状系数 越大,拖曳力系数越小。通过与其他研究结果对比发现,其表面微孔隙越发育,拖曳力系数越小的规律。该模型能够考虑不规则颗粒形状对拖曳力系数的影响,从而提高对土体渗透性预测的精度,对南海岛礁填筑工程中钙质砂固结和沉降的计算也具有重要意义。  相似文献   

模糊多属性决策法在海底电缆路由方案比选中的应用          下载免费PDF全文

徐国强  徐翠玲  张志卫  闫文文 《海洋开发与管理》2017,34(11):37-41

海底电缆预选路由方案的比选需要参考多种指标,这些指标包含定量和定性两种,但各指标间的不可公度性,给路由方案的选择提出挑战。文章提出了一种基于离差思想和模糊向量投影的多属性决策法。首先引入三角模糊数,将定性指标合理量化,构建决策矩阵,规范化后运用离差思想求解各指标权重,然后计算各方案在正理想方案和负理想方案上的投影,最后求出相对贴近度,依据其大小比选出最佳方案。  相似文献   

山西省城镇空间分布特征Voronoi图建模分析     

林慧  郑新奇 《地球信息科学学报》2015,17(1):62-68

随着我国新型城镇化规划的实施,如何识别城镇发展的不均衡,以及产生这些差异的原因已成为城镇化建设亟待解决的问题。本文利用Voronoi图的空间剖分特性,将城市中心性强度作为权重引入模型,建立山西省地级市加权Voronoi图,分析其空间影响范围,以判断山西省地级市发展的合理性和局限性;利用Delaunay图发现城市“空洞”,结合道路河流等矢量信息,通过叠加分析识别出待优先发展城镇;通过常规Voronoi图和变异系数C_v值判断本文模型的合理性和可行性。研究发现,山西省太原市的空间影响范围较大,导致周边地级市东西部发展较为不均衡;繁峙县、灵石县、新绛县条件较好,可以优先发展;通过常规Voronoi图和C_v值验证表明,本文所得结论与实际检验相符合。  相似文献   

北极涛动低空大气环流特征及其与太阳活动的联系          下载免费PDF全文

曲维政  李艳芳  李春  杜凌  黄菲 《地球物理学报》2014,57(5):1377-1386

通过北极涛动AO正负位相时期北半球1000 hPa月平均位势高度、位势高度距平和气温月距平图对比分析可知,北极区域异常增暖时期对应着AO负位相时期,而北极区域异常偏冷时期对应着AO正位相时期,说明北极区域气温异常变化是决定AO异常变化的重要因子.逐次滤波法分析可知,冬季1月北极涛动现象表现出十分清楚的与太阳活动密切联系的准110a世纪周期和准22a年代际周期,具体表现为：（1）冬季1月北极涛动现象具有十分清楚的与太阳活动密切联系的准110a世纪周期.准110a世纪周期对于北极涛动指数的方差贡献率达到44.4%,是冬季1月北极涛动现象最显著的世纪际变化特征.（2）谱分析结果表明,滤除准110a世纪周期变化以后的1月北极涛动指数具有显著的22a周期,其方差贡献率达到18.5%,乃仅次于准110a世纪周期之后北极涛动指数年代际变化重要特征.对比分析表明,太阳活动尤其是太阳磁场磁性指数变化与1月北极涛动22a周期变化呈密切的反相关关系,二者变化趋势基本相反,即多数情况当太阳磁性指数MI由最低值转为上升以后都可引起北极涛动AO由最高值转为下降;当太阳磁性指数MI由最高值转为下降以后都可引起北极涛动AO由最低值转为上升.综上所述,北极涛动的准110a世纪周期变化、22a年代际周期变化对于北极涛动方差贡献率达到62.9%,标志着太阳活动是北极涛动的重要驱动因子.  相似文献   

山西省阳泉市城市热岛效应特征分析     

李润春  崔建国  牛俊玫  李兴  岳凯杰  王晓敏 《气象与环境学报》2014,30(2):74-80

利用1972－2011年阳泉市3个国家级气象站资料、2011年36个乡镇区域自动站气温资料,分析了阳泉市城市热岛效应的年际变化、季节变化、月变化和日变化特征。结果表明：阳泉市存在弱的城市热岛效应,1972－2011年平均热岛强度0.554 ℃。阳泉市城市热岛强度整体呈显著上升趋势,热岛强度的增加主要是由于夏季热岛强度的增强;热岛强度冬、秋季强,春、夏季弱;12月最强,5月最弱;热岛强度日变化表现为12时最小,从傍晚开始随降温逐渐增大,到早晨气温降到最低时最大,日出之后迅速减小;2008－2011年最强热岛强度出现在2010年1月14日08时,达7.9 ℃。阳泉在升温天气热岛强度变幅增大,易在早晨形成较强城市热岛,下午形成城市冷岛;降温天气热岛强度变幅减小;温度变化较小时则易维持弱的城市热岛。阳泉市主要城市发展因子与霾日数、气温呈显著正相关,在目前的经济发展水平条件下,阳泉市城市化发展可能使城市温度增高,城市绿地面积的增加可能对热岛效应有缓解作用。  相似文献