Liquefaction and Reliquefaction Characteristics of Aeolian Sand Foundation Reinforced by Precast Cement Piles Based on Shaking Table Test
With the continuous development of traffic construction, road engineering inevitably crosses the aeolian sand river valley area. Compared with general sandy soil and silty soil, cohesionless aeolian sand foundation has similar properties with fluid and higher liquefaction potential. Precast cement p...
Saved in:
Main Authors: | Zhaorong Zhu, Yuan Zhou, Kan Han, Honggang Wu, Shouquan Zhao |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Geofluids |
Online Access: | http://dx.doi.org/10.1155/2022/5344230 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Blast Liquefaction Test of Saturated Sand Foundations Disposed by a Drainage Rigid Pile
by: Songtao Ni, et al.
Published: (2022-01-01) -
Seismic Response of a Bridge Pile Foundation during a Shaking Table Test
by: Yunxiu Dong, et al.
Published: (2019-01-01) -
Effect of silane coupling agent on flexural properties of fiber-reinforced geopolymer-cemented aeolian sand
by: Shuai Pang, et al.
Published: (2025-07-01) -
Uplift Bearing Capacity of Transmission Tower Foundation in Reinforced Aeolian Sand Using Simplified Model Tests
by: Shijun Ding, et al.
Published: (2021-01-01) -
Shaking Table Tests for Seismic Response of Oblique Overlapped Tunnel
by: Hao Lei, et al.
Published: (2021-01-01)