Large-Scale 1-g Model Tests on the Interaction Between Excavation Support Structure and Nearby Multi-Type Cushioned Piled Rafts: A Comparative Study
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40996-023-01239-y.pdf
Reference115 articles.
1. Al-abboodi I, Sabbagh TT (2018) Model tests on piled raft subjected to lateral soil movement. Int J Geotech Eng 12(4):357–367
2. Al-Salih OSA (2019) Behaviour of single batter piles and pile groups under lateral soil movement in sand. PhD Dissertation. University of Salford, UK
3. Bai L (2019) Study on lateral pressure calculation of retaining structure of foundation pit adjacent to composite foundation. MSc Thesis. Shandong University
4. Bauer J, Kempfert H-G, Reul O (2016) Lateral pressure on piles due to horizontal soil movement. Int J Phys Model Geotech 16(4):173–184
5. Boroujeni FF, Porhoseini R (2022) Effect of execution process on pile group-excavation interaction. Int J Geotech Eng 16(5):632–640
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