Horizontal Bearing Capacity and Reliability of Piles in Coastal Soft Soil Considering the Time-Varying Characteristics
In order to study the influence of the creep of soft soil and the corrosion damage of reinforced concrete on the horizontal bearing behavior of piles, the novel <i>p</i>-<i>y</i> curve model was established considering the time-varying characteristics of soil parameters. The...
Main Authors: | Pingbao Yin, Kang Wang, Lu Chen, Yongjie Zhang, Kaibo Yang, Jie Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-01-01
|
Series: | Journal of Marine Science and Engineering |
Subjects: | |
Online Access: | https://www.mdpi.com/2077-1312/11/2/247 |
Similar Items
-
Study on Horizontal Bearing Capacity of Pile Group Foundation Composed of Inclined and Straight Piles
by: Hongsheng Qiu, et al.
Published: (2023-03-01) -
A Simplified Calculation Method for Cyclic Response of Laterally Loaded Piles Based on Strain Wedge Model in Soft Clay
by: Xin Liu, et al.
Published: (2022-11-01) -
The Calculation Method for the Horizontal Bearing Capacity of Squeezed Branch Piles Considering the Plate–Soil Nonlinear Interaction
by: Yuqi Yang, et al.
Published: (2023-12-01) -
A Study of Horizontal Displacement of Laterally Loaded Piles
by: Aram M. Raheem
Published: (2013-05-01) -
Numerical Analysis of Passive Piles under Surcharge Load in Extensively Deep Soft Soil
by: Meixiang Gu, et al.
Published: (2022-11-01)