Numerical analysis of pile—slope stability and the soil arching around two adjacent piles

Author:

Chen Chien-YuanORCID,Chang Chun-KaiORCID,Lin Yu-ShanORCID

Publisher

Springer Science and Business Media LLC

Subject

Nature and Landscape Conservation,Earth-Surface Processes,Geology,Geography, Planning and Development,Global and Planetary Change

Reference49 articles.

1. Adachi T, Kimura M, Tada S (1989) Analysis on the preventive mechanism of landslide stabilizing piles. Numerical models in geomechanics, numog III, Elsevier pp 691–698.

2. Ausilio E, Conte E, Dente G (2001) Stability analysis of slopes reinforced with piles. Comput Geotech 28: 591–611. https://doi.org/10.1016/S0266-352X(01)00013-1

3. Benmebarek MA, Benmebarek S, Rad MM, et al. (2022) Pile optimization in slope stabilization by 2D and 3D numerical analyses. Int J Geotech Eng 16: 211–224. https://doi.org/10.1080/19386362.2021.1972628

4. Bharathi M, Raj D, Shukla SK, et al. (2018) Seismic stability analysis of slope stabilized with piles. 16th Symposium on Earthquake Engineering, December 20–22, 2018, IIT Roorkee, India, Paper No. 210: 1–11.

5. Bransby MF, Springman SM (1999) Selection of load-transfer functions for passive lateral loading of pile groups. Comput Geotech 24: 155–184. https://doi.org/10.1016/S0266-352X(99)00006-3

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