Experimental Study on the Difference Mechanism of Shaft Resistance between Uplift Piles and Compressive Piles
نویسندگان
چکیده
To study the formation mechanism of lower shaft resistance uplift piles compared to compression piles, additional stress caused by and compressive in soil is obtained through indoor model tests with embedded micro earth pressure cells. The shows that pile has an unloading effect side soil, a loading soil. Closer point, becomes more obvious. decreases pile, increases pile. also reveal distribution range single within 6 d from axis After considering effects calculated bearing capacity close values formulas such as Meyerhof Deshmukh measured value.
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ژورنال
عنوان ژورنال: Applied sciences
سال: 2023
ISSN: ['2076-3417']
DOI: https://doi.org/10.3390/app13053158