Study on Bearing Capacity of Reinforced Composite Pipe Pile Group in Reclaimed Stratum under Vertical Load
Author:
Affiliation:
1. Key Laboratory for Resilient Infrastructures of Coastal Cities, MOE, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China
2. China Railway Construction Investment Group Co., Ltd., Shenzhen 518054, China
Abstract
Funder
National Natural Science Foundation of China
Technical Innovation Foundation of Shenzhen
Publisher
MDPI AG
Subject
Ocean Engineering,Water Science and Technology,Civil and Structural Engineering
Link
https://www.mdpi.com/2077-1312/11/3/597/pdf
Reference31 articles.
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3. A new model to predict ground surface settlement induced by jacked pipes with flanges. Tunn;Jia;Undergr. Space Tech.,2020
4. Lateral bearing performance and mechanism of piles in the transition zone due to pit-in-pit excavation;Tong;Acta Geotech.,2022
5. Wu, L., Xiang, Z., Jiang, H., Liu, M., Ju, X., and Zhang, W. (2022). A Review of Durability Issues of Reinforced Concrete Structures Due to Coastal Soda Residue Soil in China. J. Mar. Sci. Eng., 10.
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