Numerical study on stress paths in grounds reinforced with long and short CFG piles during adjacent rigid retaining wall movement
Author:
Affiliation:
1. School of Civil Engineering , Zhengzhou University , Zhengzhou , China ; School of Civil Engineering , Hawassa University , Hawassa , Ethiopia
2. School of Civil Engineering , Zhengzhou University , Zhengzhou , China
Abstract
Publisher
Walter de Gruyter GmbH
Subject
Computers in Earth Sciences,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://www.sciendo.com/pdf/10.2478/sgem-2021-0029
Reference69 articles.
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2. Uge, B. U., & Guo, Y.-C. (2020). CFG Pile Composite Foundation: Its Engineering Applications and Research Advances. Journal of Engineering, 2020, 1–26. https://doi.org/10.1155/2020/5343472
3. Halder, P., & Manna, B. (2021). Large scale model testing to investigate the influence of granular cushion layer on the performance of disconnected piled raft system. Acta Geotechnica. https://doi.org/10.1007/s11440-020-01121-5
4. Rui, R., Han, J., Ye, Y., Chen, C., & Zhai, Y. (2020). Load Transfer Mechanisms of Granular Cushion between Column Foundation and Rigid Raft. International Journal of Geomechanics, 20(1), 04019139. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001539
5. Jiang, W., & Liu, Y. (2018). Determination of neutral plane depth and pile-soil stress ratio of the rigid pile composite foundation. Rock and Soil Mechanics, 39(12), 4554–4560. https://doi.org/10.16285/j.rsm.2017.0812
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1. Load Settlement Response of Composite Foundation of Variable Pile Diameters;International Journal of Geomechanics;2024-09
2. Settlement Characteristic of Unsaturated Cohesive Soil Reinforced by CFG Piles for High Plateau Airport;Polish Journal of Environmental Studies;2024-02-26
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