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大直径钻孔灌注桩承载特性分析

李必枢

江西建材Issue(4):262-263,270,3.
江西建材Issue(4):262-263,270,3.

大直径钻孔灌注桩承载特性分析

Analysis of Bearing Capacity of Large Diameter Bored Pile

李必枢1

作者信息

  • 1. 福建西海岸建筑设计院有限公司,福建 福州 350001
  • 折叠

摘要

Abstract

In order to improve the construction quality of large-diameter bored pile,this paper takes a construction project as an example to analyze the construction technology of large-diameter bored pile,and analyzes the deformation characteristics and bearing characteristics of large-diameter bored pile through the static load test.The results show that the settlement of bored pile increases with the increase of load.Af-ter unloading,the resilience of the four piles is 8.9,7.6,5.8 and 6.3 mm,respectively,and the resilience rates are 43.2%,34.5%,61.2%and 53.4%,respectively.At the same time,the longer the pile length and the larger the pile diameter,the greater the bearing capaci-ty of the pile;The axial force of pile decreases with the increase of pile depth.With the increase of the loading level,the axial force of the pile increases and the slope of the axial force-depth curve decreases.

关键词

建筑工程/地基工程/钻孔灌注桩/桩基承载特性

Key words

Construction engineering/Foundation engineering/Bored pile/Bearing characteristics of pile foundation

分类

土木建筑

引用本文复制引用

李必枢..大直径钻孔灌注桩承载特性分析[J].江西建材,2025,(4):262-263,270,3.

江西建材

1006-2890

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