2004•Unpublished venueRequires access

Study on subsidence behavior of pile foundation with extensive accumulation

Xiaowen Liu

Abstract

The calculation method of pile foundation with extensive accumulation adjacent is discussed. The method is applied to an engineering example, the subsidence of the ground and the deformation of piles are given . From the results some useful conclusion can be drawn as follows: for the pile foundation with extensive accumulation adjacent in soft ground district, due to the subgrade's subsidence and the adjacent piles' deformation, the load acting on piles will be increased. In the end it may cause nonuniform settlement of foundation and tilt of construction more seriously.

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Available abstract

Key concepts: Pile, Foundation (evidence), Geotechnical engineering, Subsidence, Settlement (finance), Ground subsidence, Subgrade, Deformation (meteorology)