Study on the Development of Slope's Plastic Zone by Strength Reduction FEM

Article Preview

Abstract:

Based on the idea presented in literature [4]:when to calculate the safety coefficient by strength reduction FEM, The material's shear strength parameters c and φ will be deducted,it is suggested that sinφ≥ 1-2v.This paper study on the development of slope's plastic zone with different v and by strength reduction FEM, research show that the effect of v on the safety coefficient is not obvious,but when φ=20 and v beside critical value,the effect to the development of the plastic zone is obvious. When the value is bigger, the development of plastic zone occurs in the deep and the potential sliding channel cannot feed through.According this ,this paper puts forward a comprehensive evaluation method that combined with three instability criterions that finite element calculation does not converge,plastic zone run through,displacement of feature points appear inflection point.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

918-925

Citation:

Online since:

November 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] ZHAO Shangyi, ZHENG Yingren, SHI Weimin, et. Analusis of safety factor of slope stability by strength reduction FEM[J]. Chinese. Journal of Geotechnical Engineering, 2002, 24(3): 343-346(in Chinese).

Google Scholar

[2] YIN Zongzhe, et. Geotechnical principles[M]. Beijing: China Water Conservancy and Hydropower Press, (2007).

Google Scholar

[3] LUAN Maotian, WU Yajun, NIAN Tingkai. A Criterion for evaluating slope stability based on development of plastic zone by shear strength reduction FEM[J]. Journal of Disaster Prevention and Mitigation Engineering, 2003, 23(3): 1-8.

Google Scholar

[4] ZHNEG Hong, LI Chunguang, LI Zhuofen, GE Xiurun. Finite elemrnt method for soloving the factor of safety[J]. Chinese. Journal of Geotechnical Engineering, 2002, 24(5): 626-628.

Google Scholar

[5] Zienkiewicz O C, Humpheson C, Lewis R W. Associated and non-associated visco-plasticity and plasticity in soil mechanics[J]. Géotechnique, 1975, 25(4): 671-689.

DOI: 10.1680/geot.1975.25.4.671

Google Scholar

[6] Duncan JM. State of the art: Limit equilibrium and finite element analysis of slope[J]. Journal Geotechnical Engineering, ASCE, 1996, 122(7): 577-596.

DOI: 10.1061/(asce)0733-9410(1996)122:7(577)

Google Scholar

[7] LV Qing, SUN Hongyue, SHANG Yuequan. Slope failure criteria of shear strength reduction finite element method[J]. Journal of Zhejiang University(Engineering Science), 2008, 42(1): 83-87.

Google Scholar

[8] ZHAO Shangyi, ZHENG Yingren, ZHANG Yufang. Study on slope failure criterion in strength reduction finite element method[J]. Rock and Soil Mechanics, 2005, 26, (2): 332-336.

Google Scholar

[9] CHEN Zhibo, JIAN Wenbin. Sensibility analysis of slopes stability based on grey correlation analysis[J]. Journal of Disaster Prevention and Mitigation Engineering, 2006, 26(4): 474-477.

Google Scholar

[10] FEI Kang, ZHANG Jianwei. Application of ABAQUS in geotechnical engineering[M]. Beijing: China Water Conservancy and Hydropower Press, (2010).

Google Scholar

[11] LIAN Zhenying, HAN Guocheng, KONG Xianjing. Stability analysis of excavation slope by Strength reduction FEM[J]. Chinese. Journal of Geotechnical Engineering, 2001, 23(4): 407-411(in Chinese).

Google Scholar