Study on the Stability Analysis Method of the Anchored Soil Slope Based on the Theory of Plasticity Limit

Xiang Qiu Wang; Wen Tao Yang; Yu Hong Zhang

doi:10.4028/www.scientific.net/AMM.204-208.54

Paper Titles

Study on Expansion and Deformation Characteristics of Expansive Soil in Yunnan Province
p.37

Pile Samples Selection Method Based on Self-Organizing Maps Neural Network
p.41

Fracture Splitting Mechanism of Jointed Rock Mass under Compressive-Shear Stress and Grouted Pressure
p.45

The Finite-Element Analysis of Characteristics of Soil Slope Seepage Field Change in Rainstorm Condition
p.50

Study on the Stability Analysis Method of the Anchored Soil Slope Based on the Theory of Plasticity Limit
p.54

The Experiment Study on Thermal Conductivity of Loess-Like Soil
p.59

Tension-Type Anchor Numerical Calculation by Energy Method
p.63

CT Investigation of Fracture Mechanism of Soil-Rock Mixtures
p.67

Analysis of the Effects on Optimization Design about Double-Row Piles Retaining Structure
p.72

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Study on the Stability Analysis Method of the...

Study on the Stability Analysis Method of the Anchored Soil Slope Based on the Theory of Plasticity Limit

Abstract:

Based on the analysis theory of plasticity limit, a formula of virtual work and an energy equation are established for the stability analysis of anchored soil slope, in which the soil nails and anchors are regarded as the internal structure which consumes the external power in the soil slope engineering.In the meantime, based on the simplified method of circular slip, another formula which can consider many factors such as the self-weight of slope, earthquake force, pressure of pore water and the force of anchor, is established to analyse the whole stability of anchored soil slope. It has important values for perfecting the analysis method of soil slope.

You might also be interested in these eBooks

Progress in Industrial and Civil Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

54-58

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.54

Citation:

Cite this paper

Online since:

October 2012

Authors:

Xiang Qiu Wang, Wen Tao Yang, Yu Hong Zhang

Keywords:

Analysis of Plasticity Limit, Method of Circular Slip, Stability Analysis of Slope, Theorem of Virtual Work

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Z.Y. Chen, Donald I.: Proceedings of the 10th Asian Regional Conference on Soil Mechanics and Foundation Engineering(International Academic Publisher, China 1995).

Google Scholar

[2] Z.Y. Chen: Journal of Geotechnical Engineering, Vol. 24 (2002) No. 1, p.1. (In Chinese).

Google Scholar

[3] H. Zhang, X.L. Li and Q. Fan: Bulletin of Soil and Water Conservation , Vol. 27 (2007) No. 5, p.89. (In Chinese).

Google Scholar

[4] L. Li, Y.J. Wang and Q.S. Wang: Journal of Hydraulic Engineering, (2008), No. 5, p.535. (In Chinese).

Google Scholar

[5] KUMAR J, SAMUI P: Geotechnical and Geological Engineering, Vol. 132 (2006), No. 24, p.1803.

Google Scholar

[6] Swan C C, Seo Y K.: Int.J. Numer. Anal. Meth. Geomech., (1999), No. 23, p.1359.

Google Scholar

[7] G. L. Wang, Y.M. Men and Z.X. Chen: Journal of Earth Sciences and Environment, Vol. 29 (2007), No. 2, p.178(In Chinese).

Google Scholar

[8] G.L. Wang, S.W. Qi: Chinese Journal of Rock Mechanics and Engineering, Vol. 26 (2007) No. 12, p.2256(In Chinese).

Google Scholar

[9] J. Yang, Y.J. Wang and Z.Y. Chen: Journal of Hydraulic Engineering, (2003), No. 11, p.102(In Chinese).

Google Scholar

[10] N.W. Jia: plastic mechanics (Chongqing University Press, China, 1992).

Google Scholar

[11] X.L. Kong, Z.M. Shi: Engineering Geology (China Architecture & Building Press, China, 2006).

Google Scholar