相隔六年在根微桩中进行的荷载试验的比较

IF 2.3 Q2 ENGINEERING, GEOLOGICAL International Journal of Geotechnical Engineering Pub Date : 2022-09-08 DOI:10.1080/19386362.2022.2117350
Heitor Cardoso Bernardes, Aleones José da Cruz, Daniel Carmo Dias, Renato Pinto da Cunha, Juan Félix Rodríguez Rebolledo
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引用次数: 0

摘要

本技术说明介绍了在热带红土剖面中安装的根微桩进行的两次静载荷试验的结果。这些测试相隔6年进行,目的是研究老化对桩侧抗剪能力和荷载沉降行为的影响。尽管测量结果表明第一土层的侧剪能力有所增加,但结果并未显示出明显的老化效应迹象,并考虑了不同的机制对其发生进行了分析。土吸力可能导致试验之间的差异,应仔细监测这一点,以便将来研究安装在非饱和热带地区的桩的老化效应。
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Comparison between load tests performed in a root micropile executed six years apart
ABSTRACT This technical note presents the results of two static load tests performed in a root micropile installed in a tropical lateritic soil profile. The tests were executed 6 years apart in order to investigate for signs of ageing effects in the pile side shear resistance and load settlement behaviour. Despite the measurements indicated an increase in the side shear capacity of the first soil layer, the results did not show clear signs of ageing effects, which occurrence was analysed considering different mechanisms. Soil suction possibly contributes to the differences between the tests, which should be carefully monitored for future studies of ageing effects in piles installed in unsaturated tropical sites.
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来源期刊
CiteScore
5.30
自引率
5.30%
发文量
32
期刊最新文献
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