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Numerical Analysis of Anti-Slide Pile Reinforcement for Slope Stability Under Rainfall Conditions
Rainfall-induced slope instability is a critical challenge in geotechnical engineering. This study investigates the reinforcement effect of anti-slide piles on slope stability under rainfall conditions using finite element numerical simulations, based on
Bingxiang Yuan, Yuan Bingxiang
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Analysis of Effect of Anti-slide Pile on Stability of Slopes
2021The slopes of weak soil are very unstable and can cause serious damage of life and property if not analysed and reinforced properly. There are various methods of improving the stability of slopes; one such method is installing anti-slide piles. In this study, anti-slide piles have been used to improve stability of considered soil slope and analysed ...
Rashid Shams, Athar Hussain
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Pre-stressed rope reinforced anti-sliding pile
Wuhan University Journal of Natural Sciences, 2006Pre-stressed rope reinforced anti-sliding pile is a composite anti-sliding structure. It is made up of pre-stressed rope and general anti-sliding pile. It can bring traditional antisliding piles retaining performance into full play, and to treat with landslide fast and economically.
Xu Jun, Wang Chenghua
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Analysis of Mechanism for h Type of Anti-Sliding Piles
2010 International Conference on E-Product E-Service and E-Entertainment, 2010h type of anti-sliding pile as a new sliding bracing structure have many advantages ,such as larger lateral rigidity, more anti-sliding force ability ,more stably and easy constructed. However, the mechanism of h type of anti-sliding piles is very complex ,and the action of soil around the double pile can not solve directly , few design theory and ...
Yu Wang, He-jun Chai
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Study on Dynamic Calculation Method of Anti-Slide Pile
Applied Mechanics and Materials, 2014A dynamic calculation model of the pile supporting structure with single prestressed anchor for the slope is proposed in this paper. The motion equation of the pile-prestressed anchor is established and the analytical solutions are obtained. In addition the proposed method is applied to a project case to carry out the seismic analysis and design of the
Tian Zhong Ma, Yan Peng Zhu
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Research of Geologic Radar in Anti-Sliding Piles Inspection
2012 2nd International Conference on Remote Sensing, Environment and Transportation Engineering, 2012In this paper, Geologic Radar is applied to anti-sliding piles engineering quality inspection to detect some quality problems possibly caused by groundwater. In order to diagnose the disease degree of operation anti-sliding piles and to estimate anti-sliding piles security condition, this paper analyzes the causes of bugs existing behind the anti ...
Jiaming Zhou, Yu Wang, Qingming Zhang
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A Stability Analysis Method of Slopes Reinforced by Anti-slide Piles of Small Pile Spacing
2009 International Conference on Information Management, Innovation Management and Industrial Engineering, 2009The application condition of T. Ito's limit lateral pressure calculation formula has been discussed and it is found that T. Ito’ s formula does not apply when pile spacing is too small. In this view, the limit lateral pressure calculation formula of small space anti-slide pile is set up, and the relationship between the critical ratio of diameter to ...
Ying Xu, Zhou Xiaoguo
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Arching Effect of Anti-Slide Piles in Non-Cohesion Soil
Applied Mechanics and Materials, 2012In recent years, Anti-slide pile has been widely used in soil reinforcement works, but the pile soil interaction is not very clear. Numerical simulation was used in this article to analyze the soil arcing effect between anti-slide piles in non-cohesive soil and the main influencing factors, such as soil horizontal pressure, pile spacing and so on were ...
Zhi Tao Ma +2 more
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The optimization of the anti-slide piles location in slope control project
AIP Conference Proceedings, 2018Anti-slide pile is a reliable form of permanent support in the project of landslide control. In the single sliding surface slope support project, the anti-slide piles are always set in the middle and lower part of the slip zone. When it comes to the multiple slip surfaces, the soil may produce diversify failure modes along different slip surfaces ...
Longjian Fang +3 more
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Analysis of Rock Slope Stability Using Anti-Slide Pile
Advanced Materials Research, 2012Using the measured experimental field data of two faults of a rock slope engineering, based on the large number of measured data analysis results of similar projects and rock style to determine the internal friction angle of the fault.the method of how to choose the good date was given.
Rui Gao, Ling Qiang Yang
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