WEI Zuoan, ZHOU Yongkun, WAN Ling, ZHOU Ying, DAI Gaofei. THEORETICAL ANALYSIS OF THE SOIL-ARC MECHANISM BETWEEN SOILS AND REINFORCING PILES[J]. MECHANICS IN ENGINEERING, 2010, 32(3): 57-61. DOI: 10.6052/1000-0879-2009-174
Citation: WEI Zuoan, ZHOU Yongkun, WAN Ling, ZHOU Ying, DAI Gaofei. THEORETICAL ANALYSIS OF THE SOIL-ARC MECHANISM BETWEEN SOILS AND REINFORCING PILES[J]. MECHANICS IN ENGINEERING, 2010, 32(3): 57-61. DOI: 10.6052/1000-0879-2009-174

THEORETICAL ANALYSIS OF THE SOIL-ARC MECHANISM BETWEEN SOILS AND REINFORCING PILES

  • Anti-slide pile is a major landslide preventionmeasure. This paper analyzes the transition process of force between soiland anti-slide pile based on force equilibrium.According to the relationship of acting force and reacting forcebetween soil and anti-slide pile, the stress distribution in the soil behind anti-slide pile is obtained.From the stress isograms, it is shown that the mechanism of soilarc between anti-slide pile and soil is the result of the stress statefrom imbalance to balance in soil.
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