基于线性互补的非连续变形分析     

李小凯  郑宏 《岩土力学》2014,35(6):1787-1794

非连续变形分析(DDA)方法是一种新的用来分析块体系统运动和变形的非连续介质数值计算方法。研究的核心工作是致力于对现有DDA接触问题处理方法的改进。DDA主要采用罚函数法和Lagrange乘子法处理接触问题,合理设定罚参数很困难,此外,因开闭迭代而引起的刚度矩阵的不连续变化也会导致收敛方面的困难。为避免引入罚参数及传统意义上的开闭迭代,用混合线性互补模型(LCDDA)对DDA方法进行了重新描述。在此基础上,综合基于非光滑分析的Newton法的局部平方收敛和最速下降法的全局线性收敛的优势,提出求解LCDDA模型的有效算法。根据上述思想及理论研究成果编制了完整的计算程序,算例计算结果证明了方法的精度及可行性。  相似文献   

地震条件下挡土墙主动土压力及其分布的新分析法     

张国祥 《岩土力学》2014,299(2):334-338

采用旋转挡土墙计算模型的变换法,将在地震和拟静力法条件下主动土压力的求解问题转化为在静力条件下主动土压力的求解问题。根据在静力条件下水平层分析法的主动土压力推导结果,直接获得在地震条件下主动土压力强度分布、土压力合力及其作用点位置的表达式,并运用图解法得到了临界破裂角的解析解。公式可考虑水平和垂直地震加速度、不同墙背倾角、墙背和坡面倾角与填料存在黏结力和外摩擦角、存在均布超载等诸多因素的影响,公式可以适用于在常用边界和地震条件下黏性土的主动土压力计算。旋转地震角法是将在地震和拟静力法条件下挡土墙计算模型旋转为在静力条件下挡土墙计算模型,但旋转挡土墙计算模型并不改变挡土墙和墙后填土的应力状态,按在静力条件下挡土墙主动土压力求解方法求解在地震和拟静力法条件下主动土压力,该方法大大简化了在地震和拟静力法条件下的主动土压力计算公式推导过程,统一了在拟静力法条件下的地震土压力求解,理论更加完善。  相似文献   

循环剪切荷载作用下含二阶起伏体模拟岩石节理力学特性研究   总被引：1，自引：0，他引：1  

朱小明  李海波  刘博 《岩土力学》2014,299(2):371-379

利用人工材料浇注含二阶起伏体的模拟岩石节理试样,进行常法向荷载循环剪切试验,研究节理剪切力学特性在循环剪切过程中的劣化规律。试验结果表明：二阶起伏体对节理循环剪切力学特性有重要影响,剪切强度、剪切刚度、剪胀角随剪切循环次数增大而衰减,衰减趋势随着二阶起伏度的增大而加快;法向应力、二阶起伏度较大时,二阶起伏体对剪切力学特性的影响主要体现在第1轮剪切循环中,在随后的剪切循环中影响不明显;法向应力、二阶起伏度较小时,二阶起伏体的影响在前几轮循环剪切过程中均有较清晰的体现。基于Hertz接触力学理论,提出了节理面微凸体球面接触细观模型,揭示了节理循环剪切宏观试验现象的力学机制  相似文献   

机载SAR探测图像中归一化雷达截面随入射角变化规律应用          下载免费PDF全文

赵现斌  严卫  孔毅  刘文俊  陆文 《地球物理学报》2015,58(6):1869-1880

机载SAR对海探测时,探测范围小和时空匹配难等局限使其无法借助风条纹和辅助资料反演海面风矢量.本文在仿真研究CMOD5.N地球物理模型参数的函数关系,实例分析机载SAR探测图像中距离向均值曲线变化规律的基础上,发现相同风向、风速条件下,CMOD5.N模型构建的标准曲线和探测图像的距离向均值曲线遵循统一的归一化雷达截面随入射角变化规律,且两者具有良好的相关性.据此,本文提出将距离向均值曲线与标准曲线逐条匹配,采用相关系数判定两者的相关程度,选择使得相关系数绝对值最大的标准曲线作为最优匹配曲线,进而直接确定风向和风速的海面风矢量反演方法.机载SAR飞行探测实验结果表明,海面风矢量反演结果与浮标观测结果的均方根误差为风向11.3°,风速0.9m·s-1,高于反演精度指标要求,原因在于该方法既避免了机载SAR探测图像中斑点噪声的影响,又不会产生局部最优解,提高了海面风矢量反演精度.  相似文献   

Influence of junction angle on three‐dimensional flow structure and bed morphology at confluent meander bends during different hydrological conditions          下载免费PDF全文

James D. Riley  Bruce L. Rhoads  Daniel R. Parsons  Kevin K. Johnson 《地球表面变化过程与地形》2015,40(2):252-271

Recent field and modeling investigations have examined the fluvial dynamics of confluent meander bends where a straight tributary channel enters a meandering river at the apex of a bend with a 90° junction angle. Past work on confluences with asymmetrical and symmetrical planforms has shown that the angle of tributary entry has a strong influence on mutual deflection of confluent flows and the spatial extent of confluence hydrodynamic and morphodynamic features. This paper examines three‐dimensional flow structure and bed morphology for incoming flows with high and low momentum‐flux ratios at two large, natural confluent meander bends that have different tributary entry angles. At the high‐angle (90°) confluent meander bend, mutual deflection of converging flows abruptly turns fluid from the lateral tributary into the downstream channel and flow in the main river is deflected away from the outer bank of the bend by a bar that extends downstream of the junction corner along the inner bank of the tributary. Two counter‐rotating helical cells inherited from upstream flow curvature flank the mixing interface, which overlies a central pool. A large influx of sediment to the confluence from a meander cutoff immediately upstream has produced substantial morphologic change during large, tributary‐dominant discharge events, resulting in displacement of the pool inward and substantial erosion of the point bar in the main channel. In contrast, flow deflection is less pronounced at the low‐angle (36°) confluent meander bend, where the converging flows are nearly parallel to one another upon entering the confluence. A large helical cell imparted from upstream flow curvature in the main river occupies most of the downstream channel for prevailing low momentum‐flux ratio conditions and a weak counter‐rotating cell forms during infrequent tributary‐dominant flow events. Bed morphology remains relatively stable and does not exhibit extensive scour that often occurs at confluences with concordant beds. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

ASD FieldSpec 3地物光谱数据在水磨—大河地区岩性分类中的应用     

贺洋  徐韬  宋云 《地质力学学报》2015,21(1):21-29,72

以四川省旺苍县水磨—大河地区为研究区, 利用美国ASD FieldSpec 3便携式地物光谱仪野外实测岩矿波谱数据和ASTER遥感影像数据, 基于GIS平台, 根据野外实测的岩石光谱曲线和USGS光谱库的典型岩石光谱曲线提取端元波谱, 对区域影像像元的光谱曲线进行匹配, 采用ENVI4.4软件自动信息提取与人机交互解译相结合的方式, 进行岩性分类, 可以有效地划分区内岩性界线, 满足填图需求, 对辅助该区区域基础地质调查、矿产普查等具有重要的应用价值。   相似文献   

不同截止高度角多模GNSS组合单点定位性能分析     

徐龙威  刘晖  张明  钱闯  舒宝 《大地测量与地球动力学》2015,35(6):987-991

讨论多模GNSS时空统一方法,建立多模单点定位数学模型。采用8个测站的实测数据,对比单GPS与GPS/GLONASS/BDS/Galileo四大GNSS组合多模系统在截止高度角分别为15°、30°、45°时的单点定位性能。结果表明,15°时,多模较单GPS定位精度有一定改善,但效果不明显| 30°、45°时,单GPS不能实现实时定位,多模则能提供稳定可靠的实时定位结果。在北斗卫星导航系统可见卫星数较多的亚太区域,95%以上历元可用,水平方向偏差RMS<8 m,高程方向偏差RMS<20 m,对城市峡谷和密林中导航具有一定的参考价值。  相似文献   

Influences of type of wave and angle of incidence on seismic bending moments in pile foundations          下载免费PDF全文

J. M. Zarzalejos  J. J. Aznárez  L. A. Padrón  O. Maeso 《地震工程与结构动力学》2014,43(1):41-59

When analysing the seismic response of pile groups, a vertically‐incident wavefield is usually employed even though it does not necessarily correspond to the worst case scenario. This work aims to study the influences of both the type of seismic body wave and its angle of incidence on the dynamic response of pile foundations. To this end, the formulation of SV, SH and P obliquely‐incident waves is presented and implemented in a frequency‐domain boundary element‐finite element code for the dynamic analysis of pile foundations and piled structures. Results are presented in terms of bending moments at cap level of single piles and 3 × 3 pile groups, both in frequency and in time domains. It is found that, in general, the vertical incidence is not the most unfavourable situation. In particular, obliquely‐incident SV waves with angles of incidence smaller than the critical one, a situation in which the mechanism of propagation of the waves in the soil changes and surface waves appear, yield bending moments much larger than those obtained for vertically‐incident wavefields. It is also shown that the influence of pile‐to‐pile interaction on the kinematic bending moments becomes significant for non‐vertical incidence, especially for P and SV waves. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

基于各向异性岩石物理的缝隙流体因子AVAZ反演   总被引：8，自引：7，他引：1       下载免费PDF全文

陈怀震  印兴耀  高成国  张广智  陈娇娇 《地球物理学报》2014,57(3):968-978

裂缝型储层表现出较强的各向异性特征.缝隙中充填不同流体时,裂缝储层的地震响应特征也不相同.本文从各向异性岩石物理模型出发,引入可有效识别缝隙流体的指示因子,并研究缝隙充填流体类型、饱和度以及缝隙纵横比与流体因子的相互关系,进而分析不同流体充填时介质的地震响应特征,并基于AVAZ反演方法估测缝隙流体指示因子.首先对缝隙流体因子的敏感性进行了分析,讨论当缝隙充填不同流体时,缝隙流体因子值的变化特征,同时研究了不同流体类型充填时裂缝储层反射系数随方位角和入射角的变化特征.某工区测井数据和复杂裂缝模型应用表明,基于各向异性岩石物理的缝隙流体因子AVAZ反演方法合理、可靠,且具有良好的抗噪性,即当对合成地震记录添加信噪比不小于1/2的随机噪声时,利用AVAZ反演方法估测所得流体因子值与真实值仍然吻合较好.  相似文献   

Quasinormal modes of a black hole with quintessence-like matter and a deficit solid angle: scalar and gravitational perturbations   总被引：1，自引：0，他引：1  

Ping Xi 《Astrophysics and Space Science》2009,321(1):47-51

In the previous paper (Li et al. in Phys. Lett. B 666:125–130, 2008), we show the solutions of Einstein equations with static spherically-symmetric quintessence-like matter surrounding a global monopole. Furthermore, this monopole become a black hole with quintessence-like matter and a deficit solid angle when it is swallowed by an ordinary black hole. We study its quasinormal modes by WKB method in this paper. The numerical results show that both the real part of the quasinormal frequencies and the imaginary part decrease as the state parameter w, for scalar and gravitational perturbations. And we also show variations of quasinormal frequencies of scalar and gravitational fields via different ε (deficit solid angel parameter) and different ρ ₀ (density of static spherically-symmetric quintessence-like matter at r=1), respectively.  相似文献