Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis of the Influence of Umbrella Anchors on the Effectiveness of Micropile Reinforcement in Channel Slopes
The construction of micropiles is convenient, but the slip resistance is limited and the deformation control ability is insufficient, and the use of umbrella anchors and slip-resistant piles joint reinforcement is the solution. In order to study the enhancement effect of umbrella anchors on the reinforcing effect and deformation control ability of micropiles, an indoor model test of umbrella anchors-micropile joint reinforcement of landslides was carried out, and the top settlement and horizontal displacement of umbrella anchors-micropiles during graded load holding were tested by adopting the graded loading method, and a finite element analysis model was established to analyze the enhancement effect of umbrella anchors on the reinforcing effect of micropiles. The results show that: compared with the single reinforcement of mini-pile, the joint reinforcement of umbrella anchor and mini-pile can significantly enhance the stability of slope resistance by more than 20%; the horizontal displacement of the pile top shows a slow increase with the increase of load, and then grows rapidly, and the joint reinforcement of umbrella anchor-micropile can reduce the horizontal displacement of the pile top by 50% under the same loading condition; after the umbrella anchor combined with the mini-pile reinforcement, the maximal moment of the body of the mini-pile decreases and the maximal moment of the body of the mini-pile is directed to the steel strand at the point of maximum bending moment. The maximum bending moment is shifted to the strand action point and the value of maximum bending moment is reduced. The zero point of shear force of the miniature pile body is shifted downward away from the strand action point, and the maximum shear force value is reduced. The research results provide basic support for the popularization and application of umbrella anchor in channel slope reinforcement.
Analysis of the Influence of Umbrella Anchors on the Effectiveness of Micropile Reinforcement in Channel Slopes
The construction of micropiles is convenient, but the slip resistance is limited and the deformation control ability is insufficient, and the use of umbrella anchors and slip-resistant piles joint reinforcement is the solution. In order to study the enhancement effect of umbrella anchors on the reinforcing effect and deformation control ability of micropiles, an indoor model test of umbrella anchors-micropile joint reinforcement of landslides was carried out, and the top settlement and horizontal displacement of umbrella anchors-micropiles during graded load holding were tested by adopting the graded loading method, and a finite element analysis model was established to analyze the enhancement effect of umbrella anchors on the reinforcing effect of micropiles. The results show that: compared with the single reinforcement of mini-pile, the joint reinforcement of umbrella anchor and mini-pile can significantly enhance the stability of slope resistance by more than 20%; the horizontal displacement of the pile top shows a slow increase with the increase of load, and then grows rapidly, and the joint reinforcement of umbrella anchor-micropile can reduce the horizontal displacement of the pile top by 50% under the same loading condition; after the umbrella anchor combined with the mini-pile reinforcement, the maximal moment of the body of the mini-pile decreases and the maximal moment of the body of the mini-pile is directed to the steel strand at the point of maximum bending moment. The maximum bending moment is shifted to the strand action point and the value of maximum bending moment is reduced. The zero point of shear force of the miniature pile body is shifted downward away from the strand action point, and the maximum shear force value is reduced. The research results provide basic support for the popularization and application of umbrella anchor in channel slope reinforcement.
Analysis of the Influence of Umbrella Anchors on the Effectiveness of Micropile Reinforcement in Channel Slopes
Atlantis Highlights in Engineering
Liu, Peng (Herausgeber:in) / Bilgin, Hüseyin (Herausgeber:in) / Yang, Jialing (Herausgeber:in) / Hu, Bin (Herausgeber:in) / Wang, Xiyuan (Autor:in) / Cao, Xianzhen (Autor:in) / Wang, Xi (Autor:in) / He, Yilin (Autor:in) / Xiong, Yong (Autor:in)
International Conference on Civil, Architecture and Disaster Prevention and Control ; 2024 ; Xi'an, China
14.06.2024
12 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Effectiveness of geocell wall, geogrid and micropile anchors for mitigation of unstable slopes
Springer Verlag | 2021
|Effectiveness of geocell wall, geogrid and micropile anchors for mitigation of unstable slopes
DOAJ | 2021
|Stability Analysis of Micropile Reinforced Idukki Soil Slopes
Springer Verlag | 2023
|Slope stabilization by micropile reinforcement
British Library Conference Proceedings | 1996
|