Limit analysis on seismic stability of anisotropic and nonhomogeneous slopes with anti-slide piles
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DOI: 10.1007/s11431-017-9147-8
Abstract: This study employs the limit analysis method to evaluate the seismic stability of anisotropic and nonhomogeneous slopes stabilized with anti-slide piles. The pseudo-static approach is used to simplify the earthquake load. The yield seismic acceleration… read more here.
Keywords: anti slide; seismic stability; limit analysis; slide piles ... See more keywords
Internal Force of the Anti-slide Pile in Soil Based on the Deep Beam Model
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DOI: 10.1007/s12205-021-0161-3
Abstract: According to the deep beam model, the bury conditions, the geometry characteristics and the load condition, we established a load transfer model based on the tie rod arch and an internal force model for the… read more here.
Keywords: force; model; deep beam; beam model ... See more keywords
Mechanical Response of a Novel “Anti-slide Pile + Support Column” Composite Retaining Structure
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DOI: 10.25103/jestr.111.14
Abstract: Owing to the frequent fluctuation of river water level and the stability control of bedding rock slope under high loading force of slope crest, the traditional slope stability control technology can hardly achieve the desired… read more here.
Keywords: slope; column; anti slide; slide pile ... See more keywords
Modeling Riverbank Slope Reinforcement Using Anti-Slide Piles with Geocells
Sign Up to like & getrecommendations! Published in 2021 at "Journal of Marine Science and Engineering"
DOI: 10.3390/jmse9040394
Abstract: Geocells are increasingly used in engineering applications, but the design of riverbank slope reinforcements that use only geocells limits reinforcement performance. Moreover, the design and use of anti-slide piles with geocells are mainly based on… read more here.
Keywords: piles geocells; slide piles; anti slide; riverbank slope ... See more keywords