I Study on Work Mechanism of Pull Dispersion-type Anchor

Xiao Jian; Zhao Jiewei

doi:10.3969/j.issn.1007-2993.2011.03.003

Volume 25 Issue 3

Jul. 2021

Turn off MathJax

Article Contents

Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2011 > 25(3): 117-119

Xiao Jian, Zhao Jiewei. I Study on Work Mechanism of Pull Dispersion-type Anchor[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2011, 25(3): 117-119. doi: 10.3969/j.issn.1007-2993.2011.03.003

Citation:

Xiao Jian, Zhao Jiewei. I Study on Work Mechanism of Pull Dispersion-type Anchor[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2011, 25(3): 117-119. doi: 10.3969/j.issn.1007-2993.2011.03.003

Xiao Jian, Zhao Jiewei. I Study on Work Mechanism of Pull Dispersion-type Anchor[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2011, 25(3): 117-119. doi: 10.3969/j.issn.1007-2993.2011.03.003

Citation:

Xiao Jian, Zhao Jiewei. I Study on Work Mechanism of Pull Dispersion-type Anchor[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2011, 25(3): 117-119. doi: 10.3969/j.issn.1007-2993.2011.03.003

PDF( 659 KB)

I Study on Work Mechanism of Pull Dispersion-type Anchor

doi: 10.3969/j.issn.1007-2993.2011.03.003

China Ordnance Industry Survey, Design&Reseatch Institute, Beijing 100053, China

Received Date: 2011-03-07

Abstract

Abstract

It is proved that pull dispersion-type anchor has a simple technology and can enhance the carrying capacity significantly according to the drawing test. Distributing characters of stress has been analyzed combining with the test result of strain gauge.
- pull dispersion-type anchor,
- carrying capacity,
- distribution of stress,
- excavation