Technical Papers
Aug 23, 2017

Method of Generation and Model of Calculation of Arbitrary Curved Slip Surfaces for Three-Dimensional Convex and Concave Slopes

Publication: International Journal of Geomechanics
Volume 17, Issue 11

Abstract

Compared with the three-dimensional (3D) simple slope, actual slopes often have irregular slope topography. The 3D convex and concave slopes are two important types of actual slopes. To analyze the stability of 3D convex and concave slopes, it is very important to construct reasonable 3D slip surfaces. Usually, spheres and ellipsoids are used; however, engineering examples show that these specific types of surfaces may be quite different from an actual slip surface. Therefore, based on the study of 3D convex and concave slope models, this work first establishes a new method to generate an arbitrary 3D curved slip surface. According to the generation characteristics of an arbitrary 3D curved slip surface, the 3D sliding body can be divided into several columns during the forming process of the slip surface. Therefore, the generated 3D slip surface is easily combined with the limit equilibrium (LE) column method for calculating the slope factor of safety (FOS) to achieve the purpose of analyzing slope stability. By simulating approximately a number of regular surfaces, such as the sphere, ellipsoid, and so on, the proposed method’s rationality is verified. Additionally, the results of some examples of 3D convex and concave slopes show that compared with a 3D simple slope, the 3D convex slope has poorer stability, whereas the 3D concave slope has better stability.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This project was funded by the China Postdoctoral Science Foundation (No. 2015M580702), the National Natural Science Foundation of China (No. 51608541), and the Guizhou Provincial Department of Transportation, China (No. 2014122006).

References

Ahangar-Asra, A., Toufigh, M. M., and Salajegheh, A. (2012). “ Determination of the most probable slip surface in 3D slopes considering the effect of earthquake force direction.” Comput. Geosci., 45(Aug), 119–130.
Chen, C. F., and Zhu, J. F. (2010). “ A three-dimensional slope stability analysis procedure based Morgenstern-Price method.” Chin. J. Rock Mech. Eng., 29(7), 1473–1480 (in Chinese).
Chen, J., Yin, J. H., and Lee, C. F. (2005). “ A three-dimensional upper-bound approach to slope stability analysis based on RFEM.” Géotechnique, 55(7), 549–556.
Chen, W. F., Giger, M. W., and Fang, H. Y. (1969). “ On the limit analysis of stability of slopes.” Soils Found., 9(4), 23–32.
Chen, Z. Y., Mi, H. L., Zhang, F. M., and Wang, X. G. (2003). “ A simplified method for 3D slope stability analysis.” Can. Geotech. J., 40(3), 675–683.
Cheng, Y., and Yip, C. (2007). “ Three-dimensional asymmetrical slope stability analysis extension of Bishop’s, Janbu’s, and Morgenstern-Price’s techniques.” J. Geotech. Geoenviron. Eng., 1544–1555.
Cheng, Y. M., Liu, H. T., Wei, W. B., and Au, S. K. (2005). “ Location of critical three-dimensional non-spherical failure surface by NURBS functions and ellipsoid with applications to highway slopes.” Comput. Geotech., 32(6), 387–399.
Deng, D. P., and Li, L. (2013). “ Quasi-rigorous and non-rigorous 3D limit equilibrium methods for generalized-shaped slopes.” Chin. J. Geotech. Eng., 35(3), 501–511 (in Chinese).
Deng, D. P., Li, L., and Zhao, L. H. (2011). “ A new method of sliding surface searching for general stability of slope based on Janbu method.” Rock Soil Mech., 32(3), 891–898 (in Chinese).
Deng, D. P., Zhao, L. H., and Li, L. (2015). “ Limit equilibrium slope stability analysis using the nonlinear strength failure criterion.” Can. Geotech. J., 52(5), 563–576.
Farzaneh, O., Askari, F., and Ganjian, N. (2008). “ Three-dimensional stability analysis of convex slopes in plan view.” J. Geotech. Geoenviron. Eng., 1192–1200.
Gao, Y. F., Zhang, F., Lei, G. H., and Li, D. Y. (2013). “ An extended limit analysis of three-dimensional slope stability.” Géotechnique, 63(6), 518–524.
Griffiths, D. V., and Marquez, R. M. (2007). “ Three-dimensional slope stability analysis by elasto-plastic finite elements.” Géotechnique, 57(6), 537–546.
Hajiazizi, M., and Tavana, H. (2013). “ Determining three-dimensional non-spherical critical slip surface in earth slopes using an optimization method.” Eng. Geol., 153(Feb), 114–124.
Janusz, K. (2010). “ Selected aspects of the stability assessment of slopes with the assumption of cylindrical slip surfaces.” Comput. Geotech., 37(6), 796–801.
Kalatehjari, R., Arefnia, A., Rashid, A. S. A., Ali, N., and Hajihassani, M. (2015). “ Determination of three-dimensional shape of failure in soil slopes.” Can. Geotech. J., 52(9), 1283–1301.
Leshchinsky, D., and Huang, C. (1992). “ Generalized three-dimensional slope stability analysis.” J. Geotech. Engrg., 1748–1764.
Lim, K., Lyamin, A., Cassidy, M., and Li, A. (2016). “ Three-dimensional slope stability charts for frictional fill materials placed on purely cohesive clay.” Int. J. Geomech., 04015042.
Loehr, J., McCoy, B., and Wright, S. (2004). “ Quasi three-dimensional slope stability analysis method for general sliding bodies.” J. Geotech. Geoenviron. Eng., 551–560.
Lu, K. L., and Zhu, D. Y. (2014). “ Theoretical and experimental study of effect of slope topography on its stability.” Chin. J. Rock Mech. Eng., 33(1), 35–42 (in Chinese).
Mergili, M., Marchesini, I., Rossi, M., Guzzetti, F., and Fellin, W. (2014). “ Spatially distributed three-dimensional slope stability modelling in a raster GIS.” Geomorphology, 206(Feb), 178–195.
Michalowski, R. L., and Drescher, A. (2009). “ Three-dimensional stability of slopes and excavations.” Géotechnique, 59(10), 839–850.
Morgenstern, N. R., and Price, V. E. (1965). “ The analysis of the stability of general slip surfaces.” Géotechnique, 15(1), 79–93.
Nian, T. K., Huang, R. Q., Wan, S. S., and Chen, G. Q. (2012). “ Three-dimensional strength-reduction finite element analysis of slopes: Geometric effects.” Can. Geotech. J., 49(5), 574–588.
Shinoda, M. (2015). “ Seismic stability and displacement analyses of earth slopes using non-circular slip surface.” Soils Found., 55(2), 227–241.
Sun, C., Chai, J., Xu, Z., and Qin, Y. (2017). “ 3D stability charts for convex and concave slopes in plan view with homogeneous soil based on the strength-reduction method.” Int. J. Geomech., 06016034.
Tutluoglu, L., Oge, I. F., and Karpuz, C. (2011). “ Two and three dimensional analysis of a slope failure in a lignite mine.” Comput. Geosci., 37(Feb), 232–240.
Wang, L., et al. (2016). “ Modeling lateral enlargement in dam breaches using slope stability analysis based on circular slip mode.” Eng. Geol., 209(7), 70–81.
Wei, W. B., Cheng, Y. M., and Li, L. (2009). “ Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods.” Comput. Geotech., 36(1–2), 70–80.
Xie, M., Esaki, T., Zhou, G., and Mitani, Y. (2003). “ Geographic information systems-based three-dimensional critical slope stability analysis and landslide hazard assessment.” J. Geotech. Geoenviron. Eng., 1109–1118.
Xie, M. W. (2004). “ A simple Monte Carlo method for locating the three-dimensional critical slip surface of a slope.” Acta Geol. Sin., 78(6), 1258–1266.
Xie, M. W., Esaki, T., and Cai, M. F. (2004). “ A GIS-based method for locating the critical 3D slip surface in a slope.” Comput. Geotech., 31(4), 267–277.
Xie, M. W., Wang, Z. F., Liu, X. Y., and Xu, B. (2011). “ Three-dimensional critical slip surface locating and slope stability assessment for lava lobe of Unzen volcano.” J. Rock Mech. Geotech. Eng., 3(1), 82–89.
Yang, Y. C., Xing, H. G., Yang, X. G., and Zhou, J. W. (2016). “ Determining the critical slip surface of three-dimensional soil slopes from the stress fields solved using the finite element method.” Math. Probl. Eng., 7895615.
Zhang, X. (1988). “ Three-dimensional stability analysis of concave slopes in plan view.” J. Geotech. Engrg., 658–671.
Zhang, Y. B., Chen, G. Q., Wang, B., and Li, L. (2013). “ An analytical method to evaluate the effect of a turning corner on 3D slope stability.” Comput. Geotech., 53(Sep), 40–45.
Zhang, Y. B., Chen, G. Q., Zheng, L., Li, Y. G., and Zhuang, X. Y. (2013). “ Effects of geometries on three-dimensional slope stability.” Can. Geotech. J., 50(3), 233–249.
Zheng, H., Sun, G. H., and Li, C. G. (2011). “ Cauchy problem of three-dimensional critical slip surfaces of slopes.” Int. J. Numer. Anal. Methods Geomech., 35(4), 519–527.
Zheng, H., Sun, G. H., and Liu, D. F. (2009). “ A practical procedure for searching critical slip surfaces of slopes based on the strength reduction technique.” Comput. Geotech., 36(1), 1–5.
Zhou, X. P., and Cheng, H. (2013). “ Analysis of stability of three-dimensional slopes using the rigorous limit equilibrium method.” Eng. Geol., 160(Jun), 21–33.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 17Issue 11November 2017

History

Received: Nov 2, 2016
Accepted: May 23, 2017
Published online: Aug 23, 2017
Published in print: Nov 1, 2017
Discussion open until: Jan 23, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Deng Dong-Ping [email protected]
Postdoctorate Student, School of Civil Engineering, Central South Univ., Changsha 410075, China (corresponding author). E-mail: [email protected]
Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China. E-mail: [email protected]
Zhao Lian-Heng [email protected]
Associate Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share