Dynamic Stability Analysis of Slope Under the Impact Load of Large Diameter Punched Cast-in-Place Pile
Author:
Publisher
Springer Science and Business Media LLC
Subject
Polymers and Plastics,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40891-023-00449-8.pdf
Reference18 articles.
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2. Lin H-D, Wang W-C, Li A-J (2020) Investigation of dilatancy angle effects on sope stability using the 3D finite element method strength reduction technique. Comput Geotech 118:103295–103295
3. Wang HB et al (2020) A statistics-based discrete element modeling method coupled with the strength reduction method for the stability analysis of jointed rock slopes. Eng Geol 264:105247–105247. https://doi.org/10.1016/j.enggeo.2019.105247
4. Zhou Q, Yan HY (2015) Numerical simulation analysis of high slope stability by finite difference method. Eng Constr 47(03):1–6
5. Lim K et al (2016) Three-dimensional slope stability charts for frictional fill materials placed on purely cohesive clay. Int J Geomech 16(2):4015042.1-4015042.1. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000526
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