Parameter probability statistics and correlation distance analysis of hardfill
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Affiliation:

1.Guangdong Construction Engineering Quality and Safety Inspection Station Co., Ltd., Guangzhou 510600, P. R. China;2.Changjiang Survey Planning, Design and Research Co., Ltd., Wuhan 430010, P. R. China;3. School of Civil Engineering,Sun Yat-Sen University,;4.Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai), Sun Yat-Sen University, Zhuhai 519082, Guangdong, P. R. China;5.State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, P. R. China

Clc Number:

TV649

Fund Project:

National Natural Science Foundation of China (No. 52008408)

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    Abstract:

    The heterogeneity of hardfill is obvious, so it is of necessity to study its parameter’s statistical distribution. Take three hardfill projects with field tests’ data as research objects, the probability and statistical analysis have been done based on χ2 or K-S finite contrast method, and the recommended probability distribution models have been put forward:recommend normal distribution to fit the probability of density; recommend lognormal distribution to fit the probability of modulus of elasticity; recommend lognormal distribution to fit the probability of strength parameters; recommend β distribution to fit the probability of poisson ratio. Moreover, the correlation distance of hardfill dam is also discussed. Results are that the vertical correlation distance and the horizontal correlation distance are 0.5~2.0 m and 5~30 m, respectively.

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徐通,杨洁,孙伟,何蕴龙,陈贤颖,林沛元.胶凝砂砾石材料参数概率统计和相关距离分析[J].土木与环境工程学报(中英文),2023,45(3):116~125

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History
  • Received:March 22,2021
  • Revised:
  • Adopted:
  • Online: April 29,2023
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