Cargando…
Bearing Capacity and Deformation of the Tandem Compound Piles Improved Foundation: A Parametric Study
The tandem compound piles are a combination of a granular column in the deep section and a concrete pile in the shallow section. This method effectively utilizes the consolidation and densification effects of the granular column, as well as the cementation strength of the concrete material. The gran...
Autores principales: | Guo, Youlin, Cai, Xiaocong, Gu, Meixiang |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2023
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10488623/ https://www.ncbi.nlm.nih.gov/pubmed/37687435 http://dx.doi.org/10.3390/ma16175737 |
Ejemplares similares
-
The Transverse Bearing Characteristics of the Pile Foundation in a Calcareous Sand Area
por: Hu, Haibo, et al.
Publicado: (2022) -
Vertical bearing capacity of a pile-liquefiable sandy soil foundation under horizontal seismic force
por: Zhanfang, Huang, et al.
Publicado: (2020) -
Study on the influence of reverse faulting on deformation of foundation pit retaining piles
por: Niu, Yungang, et al.
Publicado: (2023) -
Analysis of the Bearing Capacity of Helical Pile with Hexagonal Joints
por: Kim, Daehyeon, et al.
Publicado: (2018) -
Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefiable soil under sine wave vibration
por: Zhan-fang, Huang, et al.
Publicado: (2021)