The complexity of geotechnical engineering makes that there must be deviation in the 3D numerical analytical result from the reality. We analyze those deviations
feed back the 3D model with the coupling data and get the parameters adjusted. That is to say that we adjust the easily adjusted factors which result in the inaccuracy for the uneasily adjusted ones; and make the inaccuracy of 3D numerical analytical result to the minimum. We can use the adjusted parameters in the next analytical model
and will get the more accurate numerical analytical result.
Investigation of rock resistant coefficient in rocks around tunnel based on unified strength theory
Model study of interaction mechanism between anti-sliding piles and landslide
Discussion on strength reduction FEM in geotechnical engineering
Dual reciprocity hybrid boundary node method in geotechnical engineering
Study and application of PSO-RBFNN model to nonlinear time series forecasting for geotechnical engineering
Related Author
MA Qing
ZHAO Jun-hai
WEI Xue-ying
WEI Zuo-an
LI Shi-hai
ZHAO Ying
LIANG Qing-guo
LI De-wu
Related Institution
School of Civil Engineering, Chang’an University
Institute of Mechanics, Chinese Academy of Sciences
Hunan Provincial Key Laboratory of Safe Mining Techniques of Coal Mines, Hunan University of Science and Technology
The Key Laboratory of the Exploitation of Southwest Resources & the Environmental Hazards Control Engineering, Ministry of Education, Chongqing University
School of Civil Engineering, Lanzhou Jiaotong University