Research on the Slurry for Long-Distance Large-Diameter Pipe Jacking in Expansive Soil
When the pipe jacking technology is applied in expansive formation, the soil around the pipe will easily absorb water from the slurry and expand to wrap up the pipe, producing an excessive pipe jacking force. A water-based slurry formula suitable for pipe jacking in expansive soil layer was proposed...
Saved in:
Main Authors: | Xian Yang, Yang Liu, Chao Yang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/9040471 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Monitoring and Analysis of Circumferential Pressure for Long‐Distance Pipe Jacking Construction in Composite Strata
by: Yunfei Zhao, et al.
Published: (2025-01-01) -
Disturbance Effect of Pipe Jacking Group Adjacent Excavation on Surrounding Soil
by: Changbai Wang, et al.
Published: (2021-01-01) -
Impedance of Inner Saturated Soil to Horizontally Vibrating Large-Diameter Pipe Piles
by: Jiang Xie
Published: (2021-01-01) -
A Calculation Model of Cutterhead Resistance for Pipe Jacking in Rock Strata and Soil–Rock Composite Strata
by: Yulong Cao, et al.
Published: (2025-01-01) -
Research on Cold-Energy Loss of Long-Distance Sleeve-Type Insulated Pipe for High-Temperature Deep Mines
by: Lijuan Zhang, et al.
Published: (2025-01-01)