Model test study of key factors of deep soil mixing mechanism using contra-rotational shear method
GE Chun-wei1, 2, LIU Zhong1, 2, 3, YU Tao-xi1, 2, LAN Wei1, 2, YANG Ning-ye1, 2, ZHAO Meng-ya1, 2
1. Zhejiang Kunde Innovate Geotechnical Engineering Co., Ltd., Ningbo, Zhejiang 315100, China;
2. Kunde Research Institute of Intelligent Geotechnical Technology, Ningbo, Zhejiang 315100, China;
3. Central Research Institute of Building and Construction, MCC Group, Beijing 100088, China
Online:2024-01-17
Published:2024-03-22
Contact:
LIU Zhong, male, born in 1950, PhD, Senior engineer, research interests: ground treatment and pile foundation engineering, E-mail: zzliu8@163.com
About author: GE Chun-wei, male, born in 1988, PhD, Engineer, research interests: foundation treatment equipment and engineering methods, E-mail: gexxx063@alum.mit.edu
Supported by:
the Key R&D Project of Ningbo Hi-tech. Industrial Development Zone (2023CX050004).
GE Chun-wei, LIU Zhong, YU Tao-xi, LAN Wei, YANG Ning-ye, ZHAO Meng-ya, . Model test study of key factors of deep soil mixing mechanism using contra-rotational shear method[J]. Rock and Soil Mechanics, 2024, 45(1): 68-76.