期刊文献+

竖井地基固结概率分析的点估计法 被引量:3

Probability analysis of consolidation of ground with vertical drain using point-estimate method
下载PDF
导出
摘要 将竖井地基固结度表达式直接作为功能函数,采用点估计法计算固结度的均值、标准差等各阶统计矩,由各阶统计矩可方便计算出竖井地基达到某一固结度的概率。与传统概率分析方法相比,如一次二阶矩法,点估计方法无须事先引入控制指标来建立极限状态方程,计算过程更为简便。实例分析表明,当估计点较多时(如5点),点估计方法具有较高的计算精度,与Monte Carlo法相当,是一种简便而不失精度的概率分析方法,适合工程实际应用。 Taking the degree of expression for consolidation of ground with vertical drain as the function of probability analysis, the point-estimate method (PEM) was developed to compute the statistical moments of degree of consolidation, such as the mean and standard variance, and the probability ground degree of consolidation of wits vertical drain was calculated from these statistical moments. Compared with the traditional probability analysis methods, such as the first order second moment method, the PEM was simple and was not necessary to introduce control index to establish the limited-state-equation, and the computational process was convenient. When there were many estimated points (for instance, five points), in a case study, it was indicated that the PEM was as precise as Monte Carlo method, so it was a simple, convenient and precision-insured method, and it could be used in practice.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2007年第9期1367-1371,共5页 Chinese Journal of Geotechnical Engineering
基金 浙江省自然科学基金资助项目(Y105609)
关键词 竖井地基 固结度 概率 点估计法 vertical drain ground degree of consolidation probability point-estimate method
  • 相关文献

参考文献16

  • 1CHRISTIAN J T,BAECHER G B.Point-estimate method as numerical quadrature[J].Journal of Geotechnical and Geoenvironmental Engineering,1999,125(9):779-786.
  • 2GORMAN M R.Reliability of structural systems[D].Cleveland:Case Western Reserve University,1980.
  • 3HARR M E.Probabilistic estimates for multivariate analyses[J].Applied Mathematical Modelling,1989,13(5):313-318.
  • 4HOHENBICHLER M,RACKWITZ R.Non-normal dependent vectors in structural safety[J].Journal of Engineering Mechanics,1981,107(6):1227-1238.
  • 5HONG H P,SHANG J Q.Probabilistic analysis of consolidation with prefabricated vertical drains for soil improvement[J].Canadian Geotechnical Journal,1998,35(4):666-677.
  • 6HONG H P.One-dimensional consolidation with uncertain properties[J].Canadian Geotechnical Journal,1992,29:161-165.
  • 7LI K S.Point-estimate method for calculating statistical moments[J].Journal of Engineering Mechanics,1992,118(7):1506-1511.
  • 8RONOLD K O.Probabilistic consolidation analysis with model update[J].Journal of Engineering Mechanics,1991,115(2):199-211.
  • 9ROSENBLUETH E.Point estimates for probability moments[J].Proc Nat Acad of Sci,1975,72(10):3812-3814.
  • 10ROSENBLUETH E.Two-point estimates in probabilities[J].Applied Mathematical Modelling,1981,5(2):329-335.

二级参考文献15

  • 1谢康和,曾国熙.等应变条件下的砂井地基固结解析理论[J].岩土工程学报,1989,11(2):3-17. 被引量:160
  • 2朱泓,殷宗泽.打桩效应的有限元分析[J].河海大学学报(自然科学版),1996,24(1):56-61. 被引量:41
  • 3欧阳葆元,1989年
  • 4团体著者,1988年
  • 5张俊智,北方交通大学学报,1986年,1期
  • 6包承纲,中国科学,1985年,11期
  • 7地基处理手册编写委员会.地基处理手册[M].2版.北京:中国建筑工业出版社,2000:55-141.
  • 8AKAGI T.Effect of mandrel-driven sand drains on strength[C]// Proceeding of the Tenth International Conference on Soil Mechanics and Foundation Engineering.[S.1.]:[s.n.],1981.
  • 9VESIC A S.Expansion of cavities in an infinite soil mass[J].Journal of Soil Mechanics and Foundation,ASCE,1972,98(3):265-291.
  • 10BALIGH M M.Strain path method[J].Journal of Geotechnical Engineering,ASCE,1985,111 (9):1108 -1136.

共引文献30

同被引文献40

引证文献3

二级引证文献13

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部