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Geomechanics and Geoengineering
An International Journal
Volume 12, 2017 - Issue 4
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Original Articles

Three-dimensional finite element analysis for soil slopes stabilisation using piles

I-Hsuan HoHarold Hamm School of Geology and Geological Engineering, University of North Dakota, Grand Forks, ND, USACorrespondence[email protected]
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Pages 234-249 | Received 23 Sep 2015, Accepted 16 Jun 2017, Published online: 05 Jul 2017

Citations (8)

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Mohamed Amine Benmebarek, Sadok Benmebarek, Majid Movahedi Rad & Richard Ray. (2022) Pile optimization in slope stabilization by 2D and 3D numerical analyses. International Journal of Geotechnical Engineering 16:2, pages 211-224.
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Articles from other publishers (7)

Le-Pei Wang, Tao Wang, Yining Hu, Wenwang Liao & Jian Ji. (2023) Reliability analysis of pile stabilized earth slopes using weighted uniform simulation method. Computers and Geotechnics 162, pages 105623.
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Duaa Al-Jeznawi, Saif Alzabeebee, Qassun S. Mohammed Shafiqu & Erol Güler. (2022) Analysis of Slope Stabilized with Piles Under Earthquake Excitation. Transportation Infrastructure Geotechnology.
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Weihang OuyangSi-Wei LiuJianhong WanYi Yang. (2021) Euler–Bernoulli Pile Element for Nonlinear Buckling Analysis of Single Piles in Slope. International Journal of Geomechanics 21:9.
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Mustafa TOLUN, Buse ÜN, Buse EMİRLER & Abdulazim YILDIZ. (2021) Stability Analyses of a Slope Reinforced with Piles Subjected to Static and Dynamic Loading Conditions. El-Cezeri Fen ve Mühendislik Dergisi.
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Long Wang, De'an Sun, Yangping Yao, Lizhou Wu & Yongfu Xu. (2020) Kinematic limit analysis of three-dimensional unsaturated soil slopes reinforced with a row of piles. Computers and Geotechnics 120, pages 103428.
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Wei Zhong, Tao Yang, Na He & Tom Cosgrove. (2018) Load-computational methods of anti-slide piles. Cluster Computing 22:S4, pages 8529-8539.
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Elham Raee, Nader Hataf, Kazem Barkhordari & Arsalan Ghahramani. (2018) The Effect of Rigidity of Reinforced Stone Columns on Bearing Capacity of Strip Footings on the Stabilized Slopes. International Journal of Civil Engineering 17:6, pages 673-685.
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