Back analysis of frozen soil thermal properties based on simulated annealing optimization algorithm
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Back analysis of frozen soil thermal properties based on simulated annealing optimization algorithm
Vol. 34, Issue 8, (2013)
作者机构:
1. 中国科学院寒区旱区环境与工程研究所 冻土工程国家重点实验室,兰州,730000
2. 中交第二公路勘察设计研究院有限公司,武汉,430056
作者简介:
基金信息:
DOI:
CLC:TU445
Online First:13 August 2013,
Published:2013
稿件说明:
移动端阅览
WEN Bin, WU Qing-bai, JIANG Guan-li, et al. Back analysis of frozen soil thermal properties based on simulated annealing optimization algorithm[J]. 2013, 34(8).
DOI:
WEN Bin, WU Qing-bai, JIANG Guan-li, et al. Back analysis of frozen soil thermal properties based on simulated annealing optimization algorithm[J]. 2013, 34(8).DOI:
Back analysis of frozen soil thermal properties based on simulated annealing optimization algorithm
The thermal parameters are vital to frozen soil temperature field prediction and stability analysis in cold regions engineering. According to the characteristics of the permafrost temperature field
the paper established permafrost one-dimensional phase change parameters estimation model. The model used nonlinear finite element method to compute the soil temperature field and based on a very fast simulated annealing (VFSA) algorithm to optimize the thermal parameters. VFSA is an artificial intelligence algorithm which is of high search efficiency
easy to realize and does not require derivative information of objective function. Besides
in order to overcome the difficulty of optimization of too many parameters
thermal parameters are grouped and optimized step by step considering the condition of parameters sensitivity and soil layers. As an example
the above approach is applied to a monitoring section of the Qinghai-Tibet Highway in permafrost regions to get frozen soil thermal parameters. Then
these parameters of the inversion results are used to predict the frozen soil temperature field. The analytical results of posterior variance test show that the predicted soil temperature is well in line with actual temperature field in shallow and deep layers
and not bad near permafrost table zone. It can demonstrate that the back analysis results are reliable and good accuracy. The method can be used in practical engineering.
Analysis of deformation characteristics of embankment with deep permafrost table and degenerative permafrost
Characteristics and causes of embankment deformation for Qinghai-Tibet Railway in permafrost regions
Deformation failure characteristics and influential factors of subgrade upon slope in permafrost area
Numerical analysis of forced convection characteristics of riprap slope embankment in Qinghai-Tibet railway
Thermal stability analysis of different type embankments in permafrost regions
Related Author
YUAN Kun
ZHANG Jin-zhao
ZHU Dong-peng
SUN Zhi-zhong
MA Wei
DANG Hai-ming
YUN Han-bo
WU Gui-long
Related Institution
CCCC First Highway Consultants Co., Ltd.
Golmud Public Works Section, Qinghai-Tibet Railway Corporation, Golmud
Beiluhe Observation and Research Station on Frozen Soil Engineering and Environment in Qinghai-Tibet Plateau, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Golmud
Sichuan Vocational and Technical College of Communications
School of Civil Engineering, Southwest Jiaotong University