Calculation Method of Pile Foundation Settlement Displacement Based on Virtual Column Equivalent Model
According to the engineering characteristics of pile foundation in soft soil layer, a virtual column structure model was proposed, and a theoretical solution to pile foundation settlement displacement was established. Besides, the load transfer characteristics of pile foundation in soft soil layer,...
Main Author: | WANG Rongyong, LIU Linqi, WANG Yingyi, HUANG Xingchun |
---|---|
Format: | Article |
Language: | zho |
Published: |
Editorial Office of Journal of Shanghai Jiao Tong University
2021-09-01
|
Series: | Shanghai Jiaotong Daxue xuebao |
Subjects: | |
Online Access: | http://xuebao.sjtu.edu.cn/article/2021/1006-2467/1006-2467-55-9-1126.shtml |
Similar Items
-
Comparative Analysis of Kazakhstani and European Design Specifications: Raft Foundation, Pile Foundation, and Piled Raft Foundation
by: Assel Zhanabayeva, et al.
Published: (2021-03-01) -
Bearing capacity and settlement of pile foundations /
by: 448301 Meyerhof, George Geoffrey -
Advanced Field Investigations of Screw Piles and Columns / Zaawansowane Badania Terenowe Pali I Kolumn Wkrecanych
by: Krasiński A.
Published: (2011-03-01) -
Influence of Pile Foundation Stiffness on Column Design in One-Story Reinforced Concrete Frames
by: Ireneusz Dyka, et al.
Published: (2023-02-01) -
Pile-slab foundation’s settlement evaluation in pseudo-nonlinearity formulation
by: Ter-Martirosyan Zaven, et al.
Published: (2023-01-01)