Statistical inverse analysis based on genetic algorithm and principal component analysis: Applications to excavation problems and pressuremeter tests   总被引：1，自引：0，他引：1  

S. Levasseur  Y. Malecot  M. Boulon  E. Flavigny 《国际地质力学数值与分析法杂志》2010,34(5):471-491

This study concerns the identification of constitutive models from geotechnical measurements by inverse analysis. Soil parameters are identified from measured horizontal displacements of sheet pile walls and from a measured pressuremeter curve. An optimization method based on a genetic algorithm (GA) and a principal component analysis (PCA), developed and tested on synthetic data in a previous paper, is applied. These applications show that the conclusions deduced from synthetic problems can be extrapolated to real problems. The GA is a robust optimization method that is able to deal with the non‐uniqueness of the solution in identifying a set of solutions for a given uncertainty on the measurements. This set is then characterized by a PCA that gives a first‐order approximation of the solution as an ellipsoid. When the solution set is not too curved in the research space, this ellipsoid characterizes the soil properties considering the measured data and the tolerate margins for the response of the numerical model. Besides, optimizations from different measurements provide solution sets with a common area in the research space. This intersection gives a more relevant and accurate identification of parameters. Finally, we show that these identified parameters permit to reproduce geotechnical measurements not used in the identification process. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Sentinel-2密集时间序列数据和Google Earth Engine的潮间带湿地快速自动分类     

程丽娜  钟才荣  李晓燕  贾明明  王宗明  毛德华 《遥感学报》2022,26(2):348-357

潮间带湿地是滨海湿地的重要组成部分,具有维持生物多样性、促进碳汇等重要生态功能.及时、准确地掌握潮间带湿地现状是实现潮间带湿地可持续管理目标的基础.先前的潮间带湿地分类研究依赖于训练样本、人工设定阈值或后处理等,本研究基于GEE (Google Earth Engine)平台开发一种自动、快速、高精度的潮间带湿地分类方...  相似文献   

路基断面填挖区域快速分割及其面积计算探讨     

张树森 《中国勘察设计》2010,(2):28-31

在路基工程中,计算填挖方量的传统方法误差大效率低,该文针对其主要影响因素提出了一种按断面上设计线和地面线的横坐标是否单调进行分类的计算方法。文章首先给出了能够反应填挖属性的一个更简形式的凹凸多边形面积计算公式,然后提出了在横标单调条件下的求交追赶算法,最后介绍了非单调条件下的填挖区域分割与面积计算方法。该方法实现了填挖方量的精确计算,较好地满足了工程概算要求,同时有效提高了设计效率。  相似文献   

Collocation-PECE�㷨�ڵ͹����Ǿ��ܶ����е�Ӧ��   总被引：1，自引：1，他引：0  

洪樱  欧吉坤  罗孝文 《大地测量与地球动力学》2007,27(4):72-76

???????????У?PECE????????????????????????????Collocation????????????????幫??????????μ?PECE???????????????????ж??????????????????????????????????????????????????????????????????????????????????????????????????????????????????????Adams-PECE????????PECE?????????????????????????????,???????????Collocation-PECE??????????????н???????????????Ч??  相似文献   

占优问题的通量校正运移解法     

徐绍辉  张佳宝  刘建立 《地球科学》2001,26(5):529-532,550

描述非饱和土壤中溶质运移的对流弥散方程可分成两部分：对流部分用通量校正运移(FCT)算法求解；弥散部分用常规的隐式差分方法求解.FCT算法包括两个阶段，一个是低阶运移阶段，这一阶段的解，可能会引进过量的数值弥散；另一个是高阶通量校正阶段，通过对反扩散通量进行校正(限定)，可有效地消除数值弥散和数值振荡.而水体积分数用FUCG方法求得，能保持质量守恒.通过数值例子验证了FCT算法的有效性.  相似文献   

波阻抗遗传算法反演方法的研究及应用   总被引：3，自引：3，他引：3  

李晶  邹强  钟本善  陈裕明 《物探化探计算技术》2001,23(1):16-21

作者介绍的遗传算法是在自然界生物遗传过程优选和进化原理的基础上，针对波阻抗反演的实际问题，对标准的遗传算法进行了改进，引入了模拟退火算法中的热槽法控制初始群体的产生，用逐位迭代的交换方式代替传统的杂交方式即随机选择杂交点进行交换。使用改进的遗传算法对地震波阻抗进行反演，可很好地提高反演的精度。在文中最后，作者通过理论模型和实例验证了上述的思想。  相似文献   

基于遗传算法的地下水位动态预测双线性模型   总被引：10，自引：0，他引：10       下载免费PDF全文

金菊良  杨晓华  金保明  丁晶 《水科学进展》2001,12(3):361-366

提出了建立双线性模型(BM)的一套简便通用的方法。用加速遗传算法可同时估计BM 模型各参数,成功地解决了BM建模这一难题,为BM模型的广泛应用提供了新工具。实例计算 结果说明:用这套方法预测地下水位动态是可行而有效的;通过利用预测过程中产生的残差信 息进行反馈矫正,保证了BM模型劫高的拟合精度和稳健的预测性能,增强了对复杂非线性动态 系统的适应性。  相似文献   

用陆地卫星TM6数据演算地表温度的单窗算法   总被引：263，自引：3，他引：263  

覃志豪 《地理学报》2001,56(4):456-466

陆地卫星 TM数据 (TM6)热波段表示地表热辐射和地表温度变化。长期以来 ,从 TM6数据中演算地表温度通常是通过所谓大气校正法。这一方法需要估计大气热辐射和大气对地表热辐射传导的影响 ,计算过程很复杂 ,误差也较大 ,在实际中应用不多。根据地表热辐射传导方程 ,推导出一个简单易行并且精度较高的演算方法 ,把大气和地表的影响直接包括在演算公式中。该算法需要用地表辐射率、大气透射率和大气平均温度 3个参数进行地表温度的演算。验证表明 ,该方法的地表温度演算较高。当参数估计没有误差时 ,该方法的地表温度演算精度达到 <0 .4℃ ,在参数估计有适度误差时 ,演算精度仍达 <1 .1℃。因该方法适用于仅有一个热波段的遥感数据 ,故称为单窗算法。  相似文献   

A GIS-based method for flooded area calculation and damage evaluation     

LIU Ren-yi  LIU Nan 《地理学报》2001,11(2):187-192

Using geographic information system to study flooded area and damage evaluation has been a hotspot in environmental disaster research for years. In this paper, a model for flooded area calculation and damage evaluation is presented. Flooding is divided into two types: ‘source flood’ and ‘non-source flood’. The source-flood area calculation is based on seed spread algorithm. The flood damage evaluation is calculated by overlaying the flooded area range with thematic maps and relating the result to other social and economic data. To raise the operational efficiency of the model, a skipping approach is used to speed seed spread algorithm and all thematic maps are converted to raster format before overlay analysis. The accuracy of flooded area calculation and damage evaluation is mainly dependent upon the resolution and precision of the digital elevation model (DEM) data, upon the accuracy of registering all raster layers, and upon the quality of economic information. This model has been successfully used in the Zhejiang Province Comprehensive Water Management Information System developed by the authors. The applications show that this model is especially useful for most counties of China and other developing countries.  相似文献   

Incompressible or nearly incompressible soil dynamic behaviour—a new staggered algorithm to circumvent restrictions of mixed formulation     

Maosong Huang  Shiming Wu  O. C. Zienkiewicz 《Soil Dynamics and Earthquake Engineering》2001,21(2)

The restriction of the Babuska–Brezzi stability criteria for the mixed formulation requires non-uniform interpolation of displacement and pore-pressure variables, which complicates the coding in the finite element analysis. This will certainly preclude the use of many otherwise useful elements. A possible solution to overcome this problem introduced earlier by the authors requires a semi-explicit form. However, the effectiveness of the semi-explicit procedure is dependent on the time step length used, which presents difficulties for transient analysis. In this paper, an unconditionally stable staggered implicit-implicit algorithm is developed, which is generalised from the semi-explicit form. For non-uniform mesh configurations, the results indicate a significant improvement compared with those obtained by using the semi-explicit procedure.  相似文献