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基于阵列式位移计的钢管桩基模型试验研究

张炎飞 高建财 张苇 杜湧 白晓红

中北大学学报(自然科学版)2017,Vol.38Issue(4):452-457,465,7.
中北大学学报(自然科学版)2017,Vol.38Issue(4):452-457,465,7.DOI:10.3969/j.issn.1673-3193.2017.04.010

基于阵列式位移计的钢管桩基模型试验研究

Model Test Study on Steel Pipe Pile Foundation Based on Shape Acceleration Array

张炎飞 1高建财 1张苇 1杜湧 1白晓红1

作者信息

  • 1. 太原理工大学 建筑与土木工程学院, 山西 太原 030024
  • 折叠

摘要

Abstract

The shape acceleration array (SAA) is composed of a continuum of segments of an accelerometer comprising a micro-electro-mechanical system with high precision, automatic real-time acquisition, reusable and so on.The principle of SAA and its application in pile foundation model test for the first time was introduced.Three different aspect ratios and three different loading inclination angles were considered in the tests.Lateral load behavior under lateral load and the effect of aspect ratio and loading inclination angle were studied.The test results show that SAA can easily and visually monitor and record the displacement of pile under different lateral loads;the bearing capacity can be improved significantly by increasing the aspect ratio.The more nearly horizontal the loading direction, the greater the bearing capacity of the steel pipe pile foundation is.

关键词

阵列式位移计/钢管桩基础/模型试验/位移/转角/承载能力

Key words

shape acceleration array/steel pipe pile foundation/model test/displacement/turning angle/bearing capacity

分类

建筑与水利

引用本文复制引用

张炎飞,高建财,张苇,杜湧,白晓红..基于阵列式位移计的钢管桩基模型试验研究[J].中北大学学报(自然科学版),2017,38(4):452-457,465,7.

基金项目

山西省"百人计划"项目(800101-02030017) (800101-02030017)

131人才专项经费(900198-02010018) (900198-02010018)

山西省研究生教育创新项目(2017SY024) (2017SY024)

中北大学学报(自然科学版)

1673-3193

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