Model Test Research for Eccentric Prestressed Anchor Rope Anti-slide Pile

Jin Bo; Cheng Fangfang; Chen Ningning

Jul. 2021

Article Contents

Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2008 > 22(3): 131-135,138

Jin Bo, Cheng Fangfang, Chen Ningning. Model Test Research for Eccentric Prestressed Anchor Rope Anti-slide Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(3): 131-135,138.

Citation:

Jin Bo, Cheng Fangfang, Chen Ningning. Model Test Research for Eccentric Prestressed Anchor Rope Anti-slide Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(3): 131-135,138.

Jin Bo, Cheng Fangfang, Chen Ningning. Model Test Research for Eccentric Prestressed Anchor Rope Anti-slide Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(3): 131-135,138.

Citation:

Jin Bo, Cheng Fangfang, Chen Ningning. Model Test Research for Eccentric Prestressed Anchor Rope Anti-slide Pile[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(3): 131-135,138.

PDF( 1176 KB)

Model Test Research for Eccentric Prestressed Anchor Rope Anti-slide Pile

Xi'an Investigation and Design Research Institute of China National Non-ferrous Metals Industry, Xi'an Shanxi 710054 China

Received Date: 2008-03-06
Available Online: 2021-07-07

Abstract

Abstract

Eccentric prestressed anchor rope anti-slide pile is also called eccentric pile. It is a new type anti-slide pile structure. It is first advanced and applied for landslide correction of Huang Yah expressway(k224). Based on the result of the large model failure test of eccentric pile in laboratory test, the deformation failure regular, circumstances and design theory of calculation is researched. The research provids reference for the application of eccentric pile.
- eccentric pile,
- structural test,
- deformation,
- numerical modeling