A New Method of Pile Anchor Connection-Bilateral Support Method

HAN Feng-xia; TIAN Shu-yu; YANG Xiao-peng

doi:10.3969/j.issn.1007-2993.2015.05.011

Volume 29 Issue 1

Jul. 2021

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HAN Feng-xia, TIAN Shu-yu, YANG Xiao-peng. A New Method of Pile Anchor Connection-Bilateral Support Method[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2015, 29(1): 46-50. doi: 10.3969/j.issn.1007-2993.2015.05.011

Citation:

HAN Feng-xia, TIAN Shu-yu, YANG Xiao-peng. A New Method of Pile Anchor Connection-Bilateral Support Method[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2015, 29(1): 46-50. doi: 10.3969/j.issn.1007-2993.2015.05.011

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A New Method of Pile Anchor Connection-Bilateral Support Method

doi: 10.3969/j.issn.1007-2993.2015.05.011

1. Xi'an Tian-rui Geotechnical Engineering Co., Ltd, Xi'an 710016, Shaanxi, China;
2. China JK Geotechnical Institute, Xi'an 710043, Shaanxi, China

Received Date: 2014-06-25
Available Online: 2021-07-19

Abstract

Abstract

This passage mainly elaborated a new-type power transmission device applied to foundation pit and slope supporting engineering-bilateral support method.Meanwhile the passage discussed disadvantages of the waist beam method commonly used at present in detail,improved it and put forward new construction method thus it is of high practical and promotional value in foundation pit supporting engineering.
- slope protection pile,
- prestressed anchor cable,
- bilateral support,
- waist beam,
- no fertilizer tank