Application of Anchor Piles in Foundation Pit with Deep Fills

WEI Hai-tao; LIU Huan-cun; MA Yong-qi

doi:10.3969/j.issn.1007-2993.2015.05.010

Volume 29 Issue 1

Jul. 2021

Turn off MathJax

Article Contents

Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2015 > 29(1): 42-45

WEI Hai-tao, LIU Huan-cun, MA Yong-qi. Application of Anchor Piles in Foundation Pit with Deep Fills[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2015, 29(1): 42-45. doi: 10.3969/j.issn.1007-2993.2015.05.010

Citation:

WEI Hai-tao, LIU Huan-cun, MA Yong-qi. Application of Anchor Piles in Foundation Pit with Deep Fills[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2015, 29(1): 42-45. doi: 10.3969/j.issn.1007-2993.2015.05.010

Citation:

PDF( 819 KB)

Application of Anchor Piles in Foundation Pit with Deep Fills

doi: 10.3969/j.issn.1007-2993.2015.05.010

AVIC Institute Geotechnical Engineering Co.;

Received Date: 2014-09-04
Available Online: 2021-07-19

Abstract

Abstract

Based on the engineering application of anchor piles in a foundation pit with deep filling soils,the design parameters,the procedures of design and calculation of this supporting structure are introduced.The results of numerical simulation and site construction monitoring shows that the supporting method can effectively control deformation of foundation pit,insure the safety of foundation pit and underground strcture construction.And it provides a reference for the similar projects.
- foundation pit,
- anchor piles,
- numerical simulation,