Displacement and Stress Characteristics of Tunnel Foundation in Collapsible Loess Ground Reinforced by Jet Grouting Columns
Collapsible loess tunnel foundation reinforcement is a new challenge in the construction process of tunnel engineering. According to the field displacement and stress monitoring of the Fujiayao loess tunnel, this paper investigates the reinforcing effect of a high-pressure jet grouting pile on a col...
Saved in:
Main Authors: | Youyun Li, Shuoshuo Xu, Houquan Liu, Enlin Ma, Lixin Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/2352174 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Corrigendum to “Tunnelling-Induced Settlement and Treatment Techniques for a Loess Metro in Xi’an”
by: Heng Li, et al.
Published: (2021-01-01) -
Seepage in Water-Rich Loess Tunnel Excavating Process and Grouting Control Effect
by: Zhengde Wei, et al.
Published: (2021-01-01) -
Experimental Study on Shield Tunneling Control in Full Section Water-Rich Sand Layer of Collapsible Loess
by: Yuan Mei, et al.
Published: (2022-01-01) -
Ground Displacements due to the Deformations of Shallow Tunnels with Arbitrary Cross Sections in Soft Ground
by: Qiongfang Zhang, et al.
Published: (2021-01-01) -
Investigation on the Displacement Ductility Coefficient of Reinforced Concrete Columns Strengthened with Textile-Reinforced Concrete
by: Boxue Wang, et al.
Published: (2021-01-01)