首页|楔形劲性复合桩水平承载特性的影响因素研究

楔形劲性复合桩水平承载特性的影响因素研究

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为了分析楔形劲性复合桩的水平承载特性,以及不同桩身尺寸参数对其水平承载力的影响,采用数值模拟的方式建立三维有限元分析模型,对比分析楔角、平均截面含芯率和芯长比对楔形劲性复合桩水平承载特性的影响.结果表明,在线弹性阶段,同体积下 1°楔角楔形劲性复合桩的水平承载力明显高于普通劲性复合桩,增大楔角能够有效减少桩身位移;增大楔角对水平承载能力的提升最大,平均截面含芯率次之,芯长比的影响最小.
Study on the Factors Influencing the Horizontal Bearing Characteristics of Wedge Stiffened Composite Piles
In order to analyze the horizontal bearing characteristics of wedge-shaped stiff composite piles and the in-fluence of different pile body size parameters on their horizontal bearing capacity,a three-dimensional finite ele-ment analysis model was established using numerical simulation to compare and analyze the effects of wedge angle,average section core ratio,and core length ratio on the horizontal bearing characteristics of wedge-shaped stiff com-posite piles.The results showed that in the linear elastic stage,the horizontal bearing capacity of wedge-shaped stiff composite piles with a 1° wedge angle under the same volume was significantly better than that of ordinary stiff composite piles.Increasing the wedge angle of the pile body can effectively reduce the displacement of the pile body.Increasing the wedge angle has the greatest impact on improving the horizontal bearing capacity,followed by increasing the average section core ratio,and increasing the core length ratio of the composite pile has almost the least effect.

wedge-shaped stiff composite pilehorizontal bearing capacitywedge angleaverage section core ratiocore length ratio

李子豪、周玉涛、马云东、卜崇鹏、黄伟

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重庆科技大学 建筑工程学院,重庆 401331

重庆川东南工程勘察设计院有限公司,重庆 400038

中国建筑第六工程局有限公司,天津 300171

机械工业勘察设计研究院有限公司,西安 710043

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楔形劲性复合桩 水平承载特性 楔角 平均截面含芯率 芯长比

国家自然科学基金青年科学基金项目

51908097

2024

重庆科技学院学报(自然科学版)
重庆科技学院

重庆科技学院学报(自然科学版)

影响因子:0.329
ISSN:1673-1980
年,卷(期):2024.26(3)
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