Fully coupled elastoplastic hydro-mechanical analysis of unsaturated porous media using a meshfree method     

Omid Ghaffaripour  Golnaz A. Esgandani  Arman Khoshghalb  Babak Shahbodaghkhan 《国际地质力学数值与分析法杂志》2019,43(11):1919-1955

This paper presents the first application of an advanced meshfree method, ie, the edge-based smoothed point interpolation method (ESPIM), in simulation of the coupled hydro-mechanical behaviour of unsaturated porous media. In the proposed technique, the problem domain is spatially discretised using a triangular background mesh, and the polynomial point interpolation method combined with a simple node selection scheme is adopted for creating nodal shape functions. Smoothing domains are formed on top of the background mesh, and a constant smoothed strain, created by applying the smoothing operation over the smoothing domains, is assigned to each smoothing domain. The deformation and flow models are developed based on the equilibrium equation of the mixture, and linear momentum and mass balance equations of the fluid phases, respectively. The effective stress approach is followed to account for the coupling between the flow and deformation models. Further coupling among the phases is captured through a hysteretic soil water retention model that evolves with changes in void ratio. An advanced elastoplastic constitutive model within the context of the bounding surface plasticity theory is employed for predicting the nonlinear behaviour of soil skeleton. Time discretisation is performed by adopting a three-point discretisation method with growing time steps to avoid temporal instabilities. A modified Newton-Raphson framework is designed for dealing with nonlinearities of the discretised system of equations. The performance of the numerical model is examined through a number of numerical examples. The state-of-the-art computational scheme developed is useful for simulation of geotechnical engineering problems involving unsaturated soils.  相似文献   

用双三次样条函数和GPS资料反演现今中国大陆构造形变场   总被引：38，自引：20，他引：18  

杨少敏  游新兆  杜瑞林  乔学军  王琪 《大地测量与地球动力学》2002,22(1):68-75

将中国大陆现今构造变动视为一种连续的地壳变形,利用双三次样条函数模拟了近期GPS测定的大陆内部及周边地区412个测站速率,反演大陆地区自洽的构造变动速度场和应变率场.模拟结果显示:印度板块与欧亚板块的碰撞、挤压是构成中国大陆内部岩石层水平形变的主要驱动力.印度板块在东喜马拉雅构造结深深插入青藏高原,造成地壳大规模的缩短和抬升.青藏高原东南部的喜马拉雅带、拉萨和羌塘地块以及青藏高原东南边的川滇地区,内部构造活动强烈,其内部的构造变形包含地壳碎片的冲断、褶皱和侧向逃逸.大陆地壳(或岩石圈)的增厚,尤其是喜马拉雅山脉南北向的快速缩短和青藏高原东西向的缓慢拉张,大约吸收了印欧板块会聚量的85%,西藏中东地区东西向的拉张速率达到了(16±2.0)mm/a,且顺时针方向扭转明显.印度板块相对欧亚板块运动的欧拉极为(29.7°N, 19.3°E, 0.392°/Ma);华南地块相对于欧亚大陆向东(102°±7.4°)南的运动速率是(11±1.54)mm/a,华南块体相对欧亚板块运动的欧拉极为(62.25°N, 126.56°E, 0.141°/Ma);塔里木地块相对较稳定,其西部运动速度高于东部运动速度,作顺时针方向旋转.总体上讲,中国大陆运动方向为北偏东呈辐射状,从西部近南北方向的运动转向东部地区东南方向的运动,绕东喜马拉雅构造结有一顺时针方向的旋转.横穿喜马拉雅构造带及青藏内部的南北向压缩速率为(19±2.0)mm/a,横穿西天山构造带的南北向压缩平均速率为(13±1.5)mm/a,横穿东天山构造带的南北向压缩平均速率为(6.0±1.4)mm/a.阿尔金断裂带的左旋走滑速率为(6±1.2)mm/a.  相似文献   

SAMPLING REMOTELY SENSED IMAGERY FOR STORAGE,RETRIEVAL, AND RECONSTRUCTION*     

P. M. Atkinson  P. J. Curran  R. Webster 《The Professional geographer》1990,42(3):345-353

A major difficulty in remote sensing is handling the many data from sensors aboard aircraft and satellites. In this paper we identify an optimal procedure for sampling remotely sensed data before their storage or on their retrieval. The procedure depends on spatial correlation in the scene and uses kriging to estimate values that have been lost. An example in which data from an airborne multispectral scanner could be diminished to only about one tenth without serious loss of precision illustrates the method.  相似文献   

重力插值方法研究     

向文 《大地测量与地球动力学》1997,(2)

为了根据离散观测数据构制连续空间重力变化图像，分析和讨论了３种数值插值方法，计算结果表明多面函数方法插值精度最高。由于逐步回归分析筛选核函数中心点的计算繁琐，文中提出根据分形理论和Ｓｈａｎｎｏｎ取样定理来确定核函数中心点。对滇西试验场进行模拟试算，插值精度可达到４～５（１０－８ｍｓ－２）。  相似文献   

Triple diagram method for the prediction of wave height and period   总被引：1，自引：0，他引：1  

Mehmet zger  Zekai en 《Ocean Engineering》2007,34(7):1060-1068

Many formulations have been developed so far to predict the wave height and period from fetch length and wind blowing duration for a constant wind speed. This study aimed to predict wave parameters from fetch length and meteorological factors by using triple diagram methodology based on Kriging principles. Proposed model results were compared with Joint North Sea Wave Project (JONSWAP) model which is used so commonly in the ocean and coastal engineering studies. For the implementation of the methodology hourly wave and wind data were obtained from a buoy located in Lake Ontario. Numerical and graphical comparisons demonstrated that the proposed method outperforms the classical formulation.  相似文献   

Separation of Waves by Interpolation Method     

孙鹤泉  王永学 《中国海洋工程》2003,17(1)

1 .ＩｎｔｒｏｄｕｃｔｉｏｎＴｏｍｅａｓｕｒｅｔｈｅｒｅｆｌｅｃｔｉｏｎｏｆｉｎｃｉｄｅｎｔｗａｖｅｓｐｒｏｄｕｃｅｄｂｙａｐｈｙｓｉｃａｌｍｏｄｅｌｉｎａｗａｖｅｆｌｕｍｅｉｓａｃｏｍｍｏｎｐｒｏｂｌｅｍｗｉｔｈｐｈｙｓｉｃａｌｔｅｓｔｓｏｆｗａｖｅａｃｔｉｏｎｏｎｃｏａｓｔａｌｓｔｒｕｃｔｕｒｅｓ .Ｗａｖｅｓｇｅｎｅｒａｔｅｄｂｙｔｈｅｗａｖｅ ｍａｋｅｒｐｒｏｐａｇａｔｅｆｏｒｗａｒｄｉｎｔｈｅｗａｖｅｆｌｕｍｅａｎｄａｒｅｒｅｆｌｅｃｔｅｄｂｙｔｈｅｐｈｙｓｉｃａｌｍｏｄｅｌ,ａｎｄｔｈｅ…  相似文献   

Optimizing interpolation of shoot density data from a Posidonia oceanica seagrass bed   总被引：1，自引：0，他引：1  

Michele Scardi  Lorenzo A. Chessa  Eugenio Fresi  Antonio Pais  & Simone Serra 《Marine Ecology》2006,27(4):339-349

A case study on the optimization of Posidonia oceanica density interpolation, using a data set from a large meadow at Porto Conte Bay (NW Sardinia, Italy), is presented. Ordinary point kriging, cokriging and a weighted average based on inverse square distance were used to interpolate density data measured in 36 sampling stations. The results obtained from different methods were then compared by means of a leave‐one‐out cross‐validation procedure. The scale at which interpolation was carried out was defined on the basis of the Hausdorff dimension of the variogram. Optimizing spatial scale and data points search strategy allowed obtaining more accurate density estimates independently of the interpolation method.  相似文献   

三次样条插值在浮性频率计算中的应用     

蔡树群  甘子钧  仇德忠 《热带海洋学报》1997,(3)

在普遍利用海洋观测站标准层的温度、盐度数据估算稳定层化海水浮性频率的传统算法中引入自然三次样条插植方法，不仅可使计算结果的精度得以提高，而且还可方便地对观测深度范围内的任一水层进行插值，从而获得总体曲率最小的温度、盐度和浮性频率随深度的分布。本文以南海（13°30’N，118°30’E；9°30’N，lll°30’E）及北太平洋（40°00’N130°00’W）3个测站为例，说明了在浮性频率的传统算法中引入自然三次样条插值法的可行性。  相似文献   

重力异常垂向一阶导数的一种简便算法   总被引：1，自引：0，他引：1  

刘保华  张维冈  孟恩 《中国海洋大学学报(自然科学版)》1995,(2)

利用拉格朗日插值导出了重力异常垂向一阶导数的计算公式，给出了地面以及地面之上不同高度的求导系数。该公式可以计算地面上的重力垂向一阶导数，还可以直接计算地面之上任意高度上的垂向一阶导数。鉴于该公式除系数不同外，与上延公式完全相同，因此，程序设计尤为简单。使用本公式对模型数据和实际资料进行了处理，证明了本算法的实用性。  相似文献   

一种基于启发式算法的等高线局部内插方法     

AN Xiao-ya  SUN Qun  XIAO Qiang  ZHAO Guo-cheng 《测绘学院学报》2008,(1)

在基于启发式内插等高线算法的基础上提出了一种局部内插方法。首先利用Douglas-Peucker算法提取等高线的特征点,根据特征点判断等高线之间的相似性程度,找出导致等高线出现异常的特征点;然后将相似性程度很低的两条等高线自动分解为若干简单等高线再进行内插。有效地解决了局部弯曲很大、马鞍型地貌等复杂等高线的内插问题。算法已经在以Microstation为平台的数字制图系统中实现并逐渐实用化。  相似文献