Monitoring of an instrumented geosynthetic-reinforced piled embankment with a triangular pile configuration
Author:
Affiliation:
1. School of Civil Engineering, Southwest Jiaotong University, Chengdu, China
2. MOE Key Laboratory of High-Speed Railway Engineering, Southwest Jiaotong University, Chengdu, China
Funder
National Natural Science Foundation of China
Sichuan Science and Technology Program
Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety
Publisher
Informa UK Limited
Subject
Mechanics of Materials,Transportation,Automotive Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/23248378.2022.2032853
Reference47 articles.
1. Review of research on high-speed railway subgrade settlement in soft soil area
2. Arching in geogrid-reinforced pile-supported embankments over silty clay of medium compressibility: Field data and analytical solution
3. Deformation performance of cement-fly ash-gravel pile-supported embankments over silty clay of medium compressibility: a case study
4. Field Tests on Pile-Supported Embankments over Soft Ground
5. Geosynthetic-reinforced pile-supported embankments: state of the art
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