A Practical Design Method to Determine the Replacement Time of Light Embankment
If the settlement of bridgehead transition section of expressway is too large, it often causes frequent vehicle jumping at bridgehead and endangers passenger safety. The engineering practice has proved that the lightweight embankment replacement technology can reduce the postconstruction settlement...
Saved in:
Main Authors: | Fei Zhou, Fan Yu, Tangdai Xia, Bingqi Yu, Yingtao Hu |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Geofluids |
Online Access: | http://dx.doi.org/10.1155/2022/2640552 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
A Practical Design Method for Reducing Postconstruction Settlement of Highway Subgrade Induced by Soil Creep
by: Fei Zhou, et al.
Published: (2021-01-01) -
A Simplified Method for Analysis of Geosynthetic Reinforcement Used in Pile Supported Embankments
by: Kang Fei
Published: (2014-01-01) -
Evaporative Cracking Characteristics of the Embankment Soil Affected by the Saline Concentration
by: Jiawei Liu, et al.
Published: (2022-01-01) -
Analysis of the Influence of Whipstock Point Position of Directional Drilling through Embankment on the Stability of Embankment Slope against Sliding
by: Jinhuang Yu, et al.
Published: (2022-01-01) -
A whole process resilience management practice in coastal engineering
by: Yingtao Zhou, et al.
Published: (2025-01-01)