静态压力堆安装的机械特性和计算方法,用于PHC管道堆在沙土基础上的卵石中间层
Xiannian Zhou1, Chengyun Yang2, Xiaojie Ming2
1Overseas Branch of CCCC Road and Bridge Construction Co., Ltd., Beijing, 100027, China. xiannianzhou@163.com.
Scientific reports
|April 21, 2025
概括
石间层显著增加静态压力堆安装力和侧向土壤压力. 一个新的公式有助于估计带有石层的沙土中的堆穿透阻力.
科学领域:
- 地质技术工程 地质技术工程
- 基金会工程工程基金会工程
- 土壤力学 土壤力学
背景情况:
- 静态压力堆安装对于桥梁基础至关重要.
- 石中间层通常在堆安装过程中使土壤层复杂化.
研究的目的:
- 为了研究卵石间层对静压管道堆安装的影响.
- 分析堆穿透力,承载能力和土壤压力的影响.
主要方法:
- 进行模型测试,模拟标准沙子和卵石间层中的堆穿透.
- 测量了堆穿透力,最终承载能力和侧面土壤压力.
- 根据梅耶霍夫的理论开发了一种修订后的计算公式.
主要成果:
- 石层 (2.5倍堆直径) 增加了平均透力1.3倍,峰值力1.8倍.
- 侧面土壤压力显示非线性升级,随着堆头的接近而增加,经过后降低.
- 堆穿过卵石间层增加了底层层中的横向土壤压力.
结论:
- 石间层对静态压力堆安装构成重大挑战.
- 开发的公式为估计复杂土壤条件下的堆穿透阻力提供了一个工具.
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