期刊论文

An Analytical Transformation Algorithm for Loading-Settlement Curves of Rock-Socketed Piles in Soft Rock by Self-Balanced Tests

中文

工业建筑

1000-8993

2024

54

04

149-157

国家自然科学基金项目(51968010,51608141) 湖南省自然科学基金项目(2022JJ50281)。

本校为其他机构

为更准确反映软岩地基中自平衡试桩结果,提出一种针对软岩嵌岩桩承载力的自平衡试桩结果解析转换算法。首先,通过分析桩-软岩接触面剪切机理,建立了考虑胶结、剪胀以及滑移三个剪切阶段的桩-软岩接触面荷载传递函数和模型。其次,考虑...展开更多 为更准确反映软岩地基中自平衡试桩结果,提出一种针对软岩嵌岩桩承载力的自平衡试桩结果解析转换算法。首先,通过分析桩-软岩接触面剪切机理,建立了考虑胶结、剪胀以及滑移三个剪切阶段的桩-软岩接触面荷载传递函数和模型。其次,考虑荷载箱上段桩重力的影响并结合桩-软岩接触面荷载传递函数,推导出自平衡试桩荷载-沉降曲线的理论解析解,通过将两根试桩...

To more accurately reflect the test results of the bearing capacity of piles by self-balanced tests in soft rock foundation,an analytical transformation algorithm for the tested bearing capacity of rock-socketed piles by self-balanced tests was proposed.Firstly,the shea...MORE To more accurately reflect the test results of the bearing capacity of piles by self-balanced tests in soft rock foundation,an analytical transformation algorithm for the tested bearing capacity of rock-socketed piles by self-balanced tests was proposed.Firstly,the shear mechanism of interfaces between piles and soft roc...