Analysis on the Deformation and Consolidation of the Soft Ground Improved by Dry Jet Mixing Piles

Luo Xiyuan

Jul. 2021

Article Contents

Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2004 > 18(2): 86-89

Luo Xiyuan. Analysis on the Deformation and Consolidation of the Soft Ground Improved by Dry Jet Mixing Piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(2): 86-89.

Citation:

Luo Xiyuan. Analysis on the Deformation and Consolidation of the Soft Ground Improved by Dry Jet Mixing Piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(2): 86-89.

Luo Xiyuan. Analysis on the Deformation and Consolidation of the Soft Ground Improved by Dry Jet Mixing Piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(2): 86-89.

Citation:

Luo Xiyuan. Analysis on the Deformation and Consolidation of the Soft Ground Improved by Dry Jet Mixing Piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(2): 86-89.

PDF( 375 KB)

Analysis on the Deformation and Consolidation of the Soft Ground Improved by Dry Jet Mixing Piles

Luo Xiyuan

The Fourth Survey and Design institute of China Railway, Hubei Wuhan 430063 China

Received Date: 2004-01-12
Available Online: 2021-07-08

Abstract

Abstract

Taking the results of the test on the soft foundation improved by DJM piles on the Guangzhou Zhuhai Qusai High speed Railway for example,the settlement of the soft ground,the transverse differential settlement of the ground,the deformation of the piles between two sides of the embankment,the distribution of the pore water pressure and the consolidation of the ground are analyzed.
- soft ground,
- DJM piles,
- deformation,
- consolidation