Incremental Variable Plastic Three-Dimensional Elastic-Plastic Finite Element Analysis in Soft Rock Tunnel Excavation

Jun Peng Li; Xiao Li; Dong Qing Zhu

doi:10.4028/www.scientific.net/AMM.508.243

Paper Titles

Research and Application of Energy Saving Technology in Textile Warp Slashing Process
p.223

Energy Saving Benefit Evaluation of Zone and Time Control Heating for One College
p.227

Short-Term Load Forecasting of Microgrid by a New Advanced Prediction Strategy
p.231

Environment Protection and Energy Saving in Public Private Partnerships Governance in the Distributed Energy Generation
p.236

Incremental Variable Plastic Three-Dimensional Elastic-Plastic Finite Element Analysis in Soft Rock Tunnel Excavation
p.243

An Engineering Example of Removing Iron and Manganese from Underground Water
p.251

Environment Protection for Human Behavior in Metro Fire
p.255

Environment Analysis on Controlling PM2.5 in Beijing
p.259

The Possibilities of Wastes Utilization from Magnesite Extraction and Treatment for Backfilling
p.263

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 508Incremental Variable Plastic Three-Dimensional...

Incremental Variable Plastic Three-Dimensional Elastic-Plastic Finite Element Analysis in Soft Rock Tunnel Excavation

Abstract:

The plane finite element analysis is mostly adopted in soft rock tunnel excavation instead of three-dimensional nonlinear finite element analysis at present, but almost every underground engineering is a spatial nonlinear problem which, in many cases, cannot be simplified into a plane problem. This paper presents a three-dimensional elastic-plastic finite element analysis of incremental variable plastic in soft rock tunnel excavation, through analyzing the tunnel excavation and support, and combining the incremental variable plastic stiffness method into three-dimensional elastic-plastic model in light of the advantage of increment variable stiffness method and the incremental additional load method. Simulation results show that, the three-dimensional elastic-plastic finite element analysis model presented in this paper changes little final deformation under different load release coefficients, together with small support stress.

You might also be interested in these eBooks

Research on Energy Material, Chemical Engineering and Mining Engineering II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 508)

Pages:

243-248

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.508.243

Citation:

Cite this paper

Online since:

January 2014

Authors:

Jun Peng Li, Xiao Li, Dong Qing Zhu

Keywords:

Incremental Variable Plastic, Soft Rock Tunnel, Three-Dimensional Elastic-Plastic

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] XU Jin-hua, HE Chuan, ZHOU Yi, WANG Bo, A preliminary analysis method of reservoir leakage based on GIS, Hydrogeology & Engineering Geology, (2013), pp.42-48.

Google Scholar

[2] YAO Xiao-shan, LIU Jian-xin, KE Wei, Improved ICP algorithm in multi-view point clouds splicing, Microelectronics & Computer, Vol. 29, No. 8(2012), pp.94-97.

Google Scholar

[3] CHEN Liang, CHEN Shou-gen, YANG Jia-song, Discussion on Excavation Technologies of Tunnel with High Ground Stress and Large Cross-section in Soft Rock, Railway Standard Design, (2013), pp.87-91.

Google Scholar

[4] YANG Xian-hui, WANG Hui-nan, Application Research of ICP Algorithm in 3D point Cloud Alignment, Computer Simulation, (2010), pp.235-238.

Google Scholar

[5] HUANG Chenling, LUO Xuedong, LU Qiaodong, Transformation effect numerical modeling of Soft rock tunnel excavication, Railway Engineering, (2011), pp.35-38.

Google Scholar

[6] ZHANG Xiang-dong, LIU Yan, SUN Chuang, Numerical analysis on tunnel excavating methods in soft rock, Journal of Guangxi University(Natural Science Edition), Vol. 35, No. 1, (2010), pp.73-77.

Google Scholar