High Rock Slope Stability Analysis Using the Meshless Shepard and Least Squares Method

X. Zhuang^1,2,a, H. H. Zhu¹ and Y. C. Cai¹

¹Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,
Department of Geotechnical Engineering, Tongji University, Shanghai, 200092, China.

²The School of Engineering and Computing Science, Durham University,
South Road, Durham, DH1 3LE, United Kingdom.

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