Influence of Structural Shape on Earth Pressure for High-Filled Cut-and-Cover Tunnel with and without Load Reduction Based on Discrete Element Method
In the construction of the Loess Plateau in China, high-filled cut-and-cover tunnels (HFCCTs) had solved the problem of the shortage of land resources. However, this type of structure has a large amount of backfill soil, which leads to the problems of ultrahigh earth pressure and safety of the cut-a...
Saved in:
Main Authors: | Sheng Li, Liangliang Zhao, I-Hsuan Ho, Guixia Ning, Bentian Yu, Changdan Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/8877873 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Effect of Flexibility Ratio on Seismic Response of Cut-and-Cover Box Tunnel
by: Shamsher Sadiq, et al.
Published: (2019-01-01) -
Propagation of Theobroma cacao by Rooted Cuttings in Mini-Tunnels
by: Lucía Melissa Vásquez Zamora, et al.
Published: (2022-01-01) -
The earth-fill dam state express investigation using mechanical vibrations produced by HPP
by: Galina Antonovskaya, et al.
Published: (2022-12-01) -
Expansive Soil Embankment Filling and Cutting Treatment Technology: A Systematic Review
by: Zhen Huang, et al.
Published: (2022-01-01) -
Discrete Element Simulation of Conical Pick’s Coal Cutting Process under Different Cutting Parameters
by: Jinxia Liu, et al.
Published: (2018-01-01)