简化接触模型的月壤离散元数值分析   总被引：2，自引：2，他引：0  

郑敏  蒋明镜  申志福 《岩土力学》2011,32(Z1):766-0771

根据月壤其颗粒级配可归类于粉质砂土。针对真实月壤所处的环境（无水、低重力场、低气压等）,将Perko等2001年提出的月壤颗粒间的范德华力植入离散元分析软件PFC2D中,模拟了刚性边界下加入该模型与未加该模型试样的双轴压缩试验,研究了颗粒间范德华力对试样的宏观力学特性与微观颗粒接触的影响。结果表明,颗粒间的范德华力对试样的抗剪强度、体应变以及颗粒平均配位数都有显著的影响  相似文献   

病态加权总体最小二乘靶向病灶的正则化方法     

顾勇为  归庆明  赵俊 《大地测量与地球动力学》2016,36(3):253-256

病态EIV模型的病灶源于设计矩阵的部分数据列之间存在复共线性关系。针对病灶特点制定正则化策略,在克服病态性的同时尽量减小正则化过程所引起的副作用,提出靶向病灶的正则化方法。通过数值试验,与总体最小二乘方法、病态总体正则化方法等进行比较,结果表明靶向病灶的正则化方法最优。  相似文献   

Aerodynamic Characteristics of the Crest with Membrane Attachment on Cretaceous Pterodactyloid Nyctosaurus     

WU Jianghao  LU Yi  Lü Junchang  JI Qiang 《《地质学报》英文版》2009,83(1):25-32

The Nyctosaurus specimen KJ1 was reconstructed under the hypothesis that there is a membrane attached to the crest; the so-called headsail crest. The aerodynamic forces and moment acting on the headsail crest were analyzed. It was shown that KJ1 might adjust the angle of the headsail crest relative to the air current as one way to generate thrust (one of the aerodynamic forces, used to overcome body drag in forward flight) and that the magnitude of the thrust and moment could vary with the gesture angle and the relative location between the aerodynamic center of the headsail crest and body’s center of gravity. Three scenarios were tested for comparison: the crest with membrane attachment, the crest without membrane attachment and the absence of a cranial crest. It was shown that the aerodynamic characteristics (increasing, maintaining and decreasing thrusts and moment) would have almost disappear in flight for the crest without membrane attachment and was non-existent without the cranial crest. It is suggested from aerodynamics evidence alone that Nyctosaurus specimen KJ1 had a membrane attached to the crest and used this reconstructed form for auxiliary flight control.  相似文献   

浙江沿海20年土地利用变化分析     

崔莉 《湿地科学与管理》2013,(3):44-47

在资料收集的基础上,利用遥感(RS)和地理信息系统(GIS)技术,结合经济社会因子和数学模型,以浙江沿海地区1990年、2000年和2010年的土地利用数据为基础,对20年间土地利用变化动态进行研究。利用灰色动态系统建立模型分析浙江沿海地区各类土地利用的变化趋势,在此基础上探讨其变化驱动力,揭示其变化的主要方式、原因及发展方向,预测未来土地利用的发展趋势,以期能为浙江省沿海地区土地利用规划提供科学依据。  相似文献   

湿地生态系统退化机制和驱动力的模型构建——以天津地区湿地为例     

孟伟庆  王中良  汲奕君 《湿地科学与管理》2013,(3):48-51

在评述目前关于湿地退化机制和驱动因素研究的基础上,以天津地区湿地为例,从湿地生态系统结构和功能的整体性角度,分析了湿地退化过程中各结构组分与生态功能的关系。湿地作为重要的生态系统,其退化机制与驱动力分析应该首先从生态学角度出发,分析造成湿地生态系统结构改变的因素,以及对湿地生态系统服务功能退化的影响,确定了湿地退化的驱动力因素。按照其内在的逻辑关系,构建了湿地生态系统退化机制和驱动力模型,对影响天津地区湿地退化的驱动因素进行了梳理,并根据分析结果提出了天津湿地生态恢复的对策建议。  相似文献   

武汉市宝通寺地铁站基坑工程监测与分析     

徐升  肖铭钊 《岩土工程技术》2012,(1):9-13

介绍了武汉市轨道交通二号线一期工程第20标段宝通寺地铁车站基坑工程的支护设计和监测方案,并对监测结果中基坑周围岩土体侧向水平位移和内支撑轴力进行了初步分析。监测结果表明：土层和岩层在基坑开挖过程中的侧向水平变形程度相差较大,且不同状态的土层侧向水平变形程度亦不相同;由于土层相对于岩层侧向变形较大,其支护时所表现出来的内支撑轴力亦比较大。因此,对于不同地层,进行基坑支护方案选择时应根据其不同变形性质进行合理的优化设计,对土层和岩层可采取不同的支护形式,以到达既安全又经济的目的。  相似文献   

1979～2008年徐州市城市空间扩展及驱动因素分析     

周静  李保杰  曹彦佳  杨序 《测绘软科学研究》2011,9(3):46-50

以遥感和GIS为技术支撑,基于1979～1988,1998～2008年遥感影像资料,对徐州市近30年城市扩展信息进行提取,并分析该时段城市空间扩展特征及其驱动因素。结果显示：自1979年至2008年,徐州市建成区面积以每年5.57km2高速扩展,其中1998～2008年的扩展强度最大。主要扩展方向为从西北到东南轴向,紧凑度与分形维数都有逐渐缩小的趋势。城市扩展弹性指数与合理值的差值有扩大趋势。经济因素、人口因素、交通因素是影响城市扩展的主要驱动因素。  相似文献   

基于3S的荣成湾沿岸土地覆被变化及驱动力研究          下载免费PDF全文

张明明  王庆  李希国  刘亚龙  衣华鹏  邸向红  孙云华  田清 《海洋与湖沼》2011,42(1):20-26

运用3S技术对最近40年来荣成湾沿岸土地覆被动态变化及驱动力进行研究.结果表明,该区海岸湿地土地覆被总面积和陆域土地覆被总面积变化不大,但其各自类型结构和分布均发生了显著调整,而且二者变化在时间上不同步.从面积上讲,前者以1981年为界,渴湖和沙地先减少后波动增加,滩涂和沼泽地先增加后波动减少;养殖池从无到有并迅速增加...  相似文献   

Effect of slowly varying drift forces on the motion characteristics of truss spar platforms     

O.A. Montasir 《Ocean Engineering》2011,38(13):1417-1429

Spar platform has been regarded as a competitive floating structure for deep and ultra deep water oil and gas production. In this paper, an efficient methodology has been developed to determine the slow motion responses of slender floating offshore structures due to wave forces. Based on this methodology, a MATLAB program named ‘TRSPAR’ was developed to predict the dynamic responses in time domain and it was used in this study to obtain the numerical results of a typical truss spar platform connected to sea bed using nine taut mooring lines. The difference frequency forces were calculated using the principles of the extension of Morison equation for an inclined cylinder and the wave kinematics were predicted using hyperbolic extrapolation. Mooring lines were modelled as nonlinear springs and their stiffness was obtained by conducting the static offset simulation. Because of the lack of detailed calculations in literature, most of the equations used were derived and presented in this paper. The effects of the different sources of the second order difference frequency forces were compared for inertia and drag forces in terms of response spectra. To validate the TRSPAR code, its results were compared to results of a typical truss spar model test.  相似文献   

New model to determine forces at on-bottom slender pipelines     

Francesco Aristodemo  Giuseppe Roberto Tomasicchio  Paolo Veltri 《Coastal Engineering》2011

The present paper proposes a numerical model to determine horizontal and vertical components of the hydrodynamic forces on a slender submarine pipeline lying at the sea bed and exposed to non-linear waves plus a current. The new model is an extension of the Wake II type model, originally proposed for sinusoidal waves (Soedigdo et al., 1999) and for combined sinusoidal waves and currents (Sabag et al., 2000), to the case of periodic or random waves, even with a superimposed current. The Wake II type model takes into account the wake effects on the kinematic field and the time variation of drag and lift hydrodynamic coefficients. The proposed extension is based on an evolutional analysis carried out for each half period of the free stream horizontal velocity at the pipeline. An analytical expression of the wake velocity is developed starting from the Navier–Stokes and the boundary layer equations. The time variation of the drag and lift hydrodynamic coefficients is obtained using a Gaussian integration of the start-up function. A reduced scale laboratory investigation in a large wave flume has been conducted in order to calibrate the empirical parameters involved in the proposed model. Different wave and current conditions have been considered and measurements of free stream horizontal velocities and dynamic pressures on a bottom-mounted pipeline have been conducted. The comparison between experimental and numerical hydrodynamic forces shows the accuracy of the new model in evaluating the time variation of peaks and phase shifts of the horizontal and vertical wave and current induced forces.  相似文献