Application of prestressed anchors and grouting with bar nets in reinforcement of reinforced soil retaining walls

LI Shibo; GAO Yongtao; HUANG Zhian

doi:10.13374/j.issn1001-053x.2005.06.004

Volume 27 Issue 6

Aug. 2021

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LI Shibo, GAO Yongtao, HUANG Zhian. Application of prestressed anchors and grouting with bar nets in reinforcement of reinforced soil retaining walls[J]. Chinese Journal of Engineering, 2005, 27(6): 655-658. doi: 10.13374/j.issn1001-053x.2005.06.004

Citation:

LI Shibo, GAO Yongtao, HUANG Zhian. Application of prestressed anchors and grouting with bar nets in reinforcement of reinforced soil retaining walls[J]. Chinese Journal of Engineering, 2005, 27(6): 655-658. doi: 10.13374/j.issn1001-053x.2005.06.004

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Application of prestressed anchors and grouting with bar nets in reinforcement of reinforced soil retaining walls

doi: 10.13374/j.issn1001-053x.2005.06.004

Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China

Received Date: 2004-10-26
Rev Recd Date: 2004-12-08

Available Online: 2021-08-17

Abstract

Abstract

Aimed to the reinforcement of reinforced soil retaining walls at Wutai cloverleaf junction of Zibo, Shandong province of China and based on the correlative theoretical calculation, a method of enhancing the anchoring force by high-pressure grouting was discussed. The method of grouting with two local layers of steel bar nets was proposed. The result indicated that the lateral displacement was limited effectively with a satisfactory reinforcement effect.
- reinforced soil retaining wall,
- anchoring,
- high-pressure grouting,
- steel bar nets