Application of random-fuzzy statistical method to statistics of geotechnical parameters
|更新时间:2026-06-25
|
Application of random-fuzzy statistical method to statistics of geotechnical parameters
Vol. 33, Issue 3, (2012)
作者机构:
1. 河北中核岩土工程有限责任公司,石家庄,050021
2. 同济大学 水利工程系,上海,200092
作者简介:
基金信息:
DOI:
CLC:O213
Online First:12 March 2012,
Published:2012
稿件说明:
移动端阅览
SUN Li-chuan, ZHANG Hai-ping, ZHOU Nian-qing. Application of random-fuzzy statistical method to statistics of geotechnical parameters[J]. 2012, 33(3).
DOI:
SUN Li-chuan, ZHANG Hai-ping, ZHOU Nian-qing. Application of random-fuzzy statistical method to statistics of geotechnical parameters[J]. 2012, 33(3).DOI:
Application of random-fuzzy statistical method to statistics of geotechnical parameters
Random-fuzzy statistical method can be used to reflect the space variation of geotechnical parameters. The method for determining the weight coefficient is discussed. Especially
the significance of “reference point” is studied. The results show that when the reference point limitlessly approaches the core point
the corresponding maximum membership degree is just the desired correct result. Based on the principle of random-fuzzy statistical method
an iterative calculation procedure is proposed to calculate the objective function. To analyze the geotechnical parameters in a certain nuclear power plant project
the curves of membership degree of each rock sample against reference point
as well as the procedure curves of reference point approaching core point
are obtained. The results show that the exponential function well expresses the function of membership degree. The distribution of membership degrees of samples exhibits normal distribution of narrow region. Therefore
the random-fuzzy statistical method is consistent with the practice; and then it is better than the conventional random method.