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3D Finite Element Analysis of Anti-slide Pile Performance
In this study numerical analysis of the pile reinforced was carried out using the finite element software PLAXIS 3D to appraise the performance of anti-slide piles for controlling landslides.
Investigation of the dynamic response of h-type anti-slide pile based
Results reveal a distinct pressure distribution and damage characteristics between the long and short piles in hTCPs. A positive correlation between peak accelerations and loading conditions
Study of Load Calculation Models for Anti-Sliding Short
Anti-sliding short piles, a novel technique for slope stabilization, have been applied in engineering practices. Nonetheless, a mature structural
Complex sliding characteristics of landslides and evaluation of the
A scenario simulation was conducted to evaluate the stability of the landslide, incorporating arched anti-slide piles, and the reinforcing effect of arch anti-slide piles on the
Analysis of fracture reliability of anti-slide deep pile reinforced
To obtain main crack location and fracture reliability characteristics of anti-slide pile, which was taken as concrete deep structure, the flood load contribution, statistical parameters, landslide
Earth Pressure Reduction and Transmission Between Rows of Portal Anti
Anti-slide piles are widely employed around the world to prevent landslides. They are typically designed to reduce the soil displacement rate well before the activation of the potential
An Appraisal of the Mechanism and Research Development Status of Anti
The increased frequency of landslides and associated devastations necessitates developing sustainable mitigation measures. The present paper aims to appraise the research
Comprehensive Guide to Anti-Slide Piles: Design,
Proper anti-slide pile design requires a comprehensive understanding of geotechnical conditions, precise thrust calculations, and appropriate selection
Distribution of land-slide thrust on anti-slide piles
In the existing engineering projects, the distribution of landslide thrust on anti-slide piles is approximately determined to be triangular, rectangular, or trapezoid based on rock characters of
Anti-slide pile structure development: New design concept and novel
The anti-slide pile structure has followed different development paths and has taken multiple forms, but these forms share a single design concept: The anti-slide pile provides direct resistance
Investigation of internal force of anti-slide pile on landslides
Frequent landslides have generated huge security threats and economic losses all over the world. As an important anti-slip retaining structure, anti-slide piles can maintain the slope stability.
Anti-slide pile structure development: New design concept
In this paper, we analyze the anti-slide pile structure development process and extract two development paths. One path is aimed at improving the applicability. The second path starts
Layout of pressure boxes of antislide piles (in units of
To investigate the three-dimensional earth pressure distribution and deformation characteristics of piled embankments with retaining wall, ten groups of model
Experimental study on seismic characteristics of slope
To obtain the internal force distribution of the anti-slide piles under earthquake conditions, strain gauges and dynamic soil pressure boxes were
Optimization of H-type Anti-slide Pile Support Structure Based on
The h-type anti-slide pile is a structural improve-ment of the gantry-type anti-slide pile . It arranges two unequal-length anti-slide piles parallel to each other, con-necting the top of the front pile with a
Study on the anti-slide mechanism of double-row
The model test method in this paper can be used for analyzing the deformation evolution of anti-slide piles, studying the interaction between piles
Mechanism Analysis of the Box-Type Anti-Slide Pile with Vertical End
In this paper, a comparison analysis using FEM calculation was carried out regarding three kinds of anti-slide pile, i.e. the common one, the box-type reinforced concrete one and the box
Study on distribution laws of landslide-thrust in double-row embedded
Abstract The technique of double-row anti-slide piles has been applied in landslide control works nowadays. In practical engineering, some hypotheses are adopted for design.
Analysis of the influence of diferent types of anti-slide piles on
gnificant variations in the plastic zone distribution can be observed when diferent pile types are installed. Owing to the smaller sliding resistance area of circular anti-slide piles, they rely
Theoretical and Numerical Study on the Anti-Slide
When the pile spacing is too wide, the soil arch effect gradually weakens, and the effect of anti-slide piles is weakened. Analysis process
Anti-Slide Pile Construction Technology Commonly
Overview Piles are cylindrical members that penetrate deep into the soil or rock layer. The anti-slide pile in the slope treatment project transfers the
Anti-Slide Pile Construction: Principles and Process
Introduction to Anti-Slide Pile Construction Technology 1. What Are Anti-Slide Piles? Anti-slide piles are structural columns that penetrate through a
Dynamic Stability of Anti-Slide Piles: Insights from Shaking Table
Anti-slide piles enhance slope stability under dynamic loading, reduce landslide susceptibility, and improve overall slope performance. This paper investigates the behavior of anti
Anti-Slide Pile | Geotechnical Software GEO5
This program is used for design of pile walls stabilizing slope movement or increasing safety factor of the slope. The first analysis should be done in the
Research Status and Prospect of Anti-slide Piles for Slope
The research status of anti-slide piles for slope stabilization is summarized in this paper. The calculation method in pile design is comprehensively reviewed, and special attention is paid to
(PDF) Landslide mitigation using Anti-slide piles -A review
Anti-slide piles are widely used as a reinforcement technique for stabilizing slopes as part of landslide mitigation. The interaction between the anti-slide piles and sliding soil mass is best
Stabilizing a slope using anti-slide piles
Introduction es are used to stabilize large landslides. This structure is similar to the pile wall, which is wholl (or almost wholly) realized in the slope. This pile wall intersects a slip s rface and helps prevent