Earth Pressure Reduction and Transmission Between Rows of Portal Anti-Slide Piles-Reference-Cited by-同舟云学术

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Earth Pressure Reduction and Transmission Between Rows of Portal Anti-Slide Piles

Published:2024-07-30 Issue: Volume: Page:
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Yu Liangchen,Yan Changhong,Guo Shulan,Hao Shefeng,Cai Yi,Wang Pengbin^ORCID

Funder

Intelligent Monitoring Research Center of Geological Environment Engineering in Jiangsu Province

Science and Technology Planning Project of Housing Urban and Rural Construction in Anhui Province

Provincial Natural Science Research Projects in Anhui Province Universities

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10706-024-02898-y.pdf

Reference31 articles.

1. Ahmadi H (2022) Analyzing the effectiveness of anti-slide piles for slope stabilization against seismic loading using discrete element method. Eur J Environ Civ En 26(16):8133–8151. https://doi.org/10.1080/19648189.2021.2019617

2. Bartz JR, Martin CD, Hendry MT (2019) Design procedure for landslide stabilization using sheet pile ribs. Can Geotech J 56(4):514–525. https://doi.org/10.1139/cgj-2018-0082

3. Cen H, Zong ZL, Huang DL, Wang HY, Zhuang XX, Huang ZY, Tang AP (2024) Study of the dynamic interactions between helix-stiffened cement mixing piles and soft soil under oblique incidence of SV waves in arbitrary space. Comput Geotech 171:106388. https://doi.org/10.1016/j.compgeo.2024.106388

4. Dahal RK (2014) Regional-scale landslide activity and landslide susceptibility zonation in the Nepal Himalaya. Environ Earth Sci 71(12):5145–5164. https://doi.org/10.1007/s12665-013-2917-7

5. Das S, Pandit K, Sarkar S, Kanungo DP (2024) Stability and hazard assessment of the progressive zero landslide in the Kalimpong region of Darjeeling Himalaya India. Geotech Geol Eng 42(3):1693–1709. https://doi.org/10.1007/s10706-023-02641-z

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