Research on mesomechanical parameters of rock and soil mass based on BP neural network
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Research on mesomechanical parameters of rock and soil mass based on BP neural network
Vol. 32, Issue 12, (2011)
作者机构:
1. 北京科技大学 土木与环境工程学院,北京,100083
2. 北京科技大学 金属矿山高效开采与安全教育部重点实验室,北京,100083
3. 中国科学院地质与地球物理研究所,北京,100029
作者简介:
基金信息:
DOI:
CLC:TU441
Online First:13 December 2011,
Published:2011
稿件说明:
移动端阅览
ZHOU Yu, WU Shun-chuan, JIAO Jian-jin, et al. Research on mesomechanical parameters of rock and soil mass based on BP neural network[J]. 2011, 32(12).
DOI:
ZHOU Yu, WU Shun-chuan, JIAO Jian-jin, et al. Research on mesomechanical parameters of rock and soil mass based on BP neural network[J]. 2011, 32(12).DOI:
Research on mesomechanical parameters of rock and soil mass based on BP neural network
mesomechanical parameters can only be obtained by varying them until the macro mechanical parameters of the numerical sample match that of the laboratory rock-soil mass sample. The adjustment process is inefficient with some blindness; so a new method should be introduced to establish the relationship between macro mechanical parameters and mesomechanical parameters. Based on PFC3D program
a nonlinear network model linked macro mechanical parameters and mesomechanical parameters is founded by adopting back propagation (BP) neural network; so mesomechanical parameters can be inversed rapidly and accurately by inputting macro mechanical parameters. Some study results are gained as follows: (1) Precision of macro mechanical parameters calculated by inversed results are generally over 90%. (2) Inversion performance of BP neural network model is best when RES
which means the number of particles across the minimum scale of the model
is equals to 10 and the hidden layer has six neurons. Application results show that BP neural network model exhibits an excellent inversion ability of mesomechanical parameters of rock-soil mass and provides a new technical approach for application of particle flow theory.
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Consolidation coefficient inversion of seawall foundation and prediction of its post construction settlement based on fractal theory
Study of the hydro-mechanical-damage coupled creep constitutive model of mudstone, Part Ⅱ: Numerical algorithm and parameter inversion
Sensibility analysis of factors aeffecting stability of waste landfill based on neural network
Mechanism of water infiltration affecting ground ice melting in the silty clay layers of the Dema Expressway in the eastern Qinghai-Xizang Plateau
Related Author
ZUO Yu-long
ZHU He-hua
LI Xiao-jun
LIU Jie
LUO Shi-wei
LI Jian-lin
CAI Jian
XIAO Lei
Related Institution
Department of Geotechnical Engineering, School of Civil Engineering, Tongji University
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University
Dadu River Dagangshan Hydropower Development Co., Ltd., Ya’an
Key Laboratory of Geological Hazards in Three Gorges Reservoir Area of Ministry of Education, China Three Gorges University
Department of Construction Engineering, Zhejiang Water Conservancy and Hydropower College