Research on relationship between confining pressure, peak strength and strain in triaxial compression with improved PSO-based ANN
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Research on relationship between confining pressure, peak strength and strain in triaxial compression with improved PSO-based ANN
Vol. 28, Issue 12, (2007)
作者机构:
1. 上海岩土工程勘察设计研究院有限公司,上海,200031
2. 上海电力学院,上海,200090
3. 上海交通大学,上海,200030
4. 中国科学院武汉岩土力学研究所,武汉,430071
作者简介:
基金信息:
DOI:
CLC:TU45
Online First:18 October 2013,
Published:2007
稿件说明:
移动端阅览
YI Da, LIU Jie-rong, GE Xiu-run. Research on relationship between confining pressure, peak strength and strain in triaxial compression with improved PSO-based ANN[J]. 2007, 28(12).
DOI:
YI Da, LIU Jie-rong, GE Xiu-run. Research on relationship between confining pressure, peak strength and strain in triaxial compression with improved PSO-based ANN[J]. 2007, 28(12).DOI:
Research on relationship between confining pressure, peak strength and strain in triaxial compression with improved PSO-based ANN
The peak strengths and corresponding strains under different confining pressures are important controlling data of stress-strain curve in rock triaxial compression; and the values of peak strength and corresponding strain will usually increase if the confining pressure is improved. The results of tests show that the relationship between the peak strength
corresponding strain and the confining pressure is nonlinear.The particle swarm optimization (PSO) based ANN
which is improved with simulated annealing technique
is applied to establishing the relationship between the peak strength
corresponding strain and the confining pressure. An example is studied; the results show that the proposed method is feasible.