Influence of Seepage on Embedded Depth for Anchored Pile Supporting

Abstract:

In the present code, the embedded depth is determined on the multi-pivot support structure to consider the impact of seepage less, and it is verified by anti-seepage stability for single layer aquifer, while the embedded depth is determined not expressly provide for heterogeneity aquifer of the coefficient of permeability difference. However, in the northwest loess areas, the formation is complex, permeability coefficient is variations. To solve this problem, the arctic investigates change law that the impacts of embedded depth variation change on bending moment, the vertical displacement of bottom and maximum flow velocity under seepage, and made a qualitative research model. And the impact of seepage on the embedded depth cannot be ignored and a greater impact on the stability of the pit.

• Periodical: Applied Mechanics and Materials (Volumes 651-653)
• Pages: 1168-1172
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.651-653.1168
• Online since: September 2014
• Authors: Yong Zhong Ren*, Yan Peng Zhu, Yong Zhou
• Keywords: Anchored Pile Supporting, Embedded Depth, Flow Speed, Pile Moment, Seepage

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