桥台桩基板承试验的可靠性

IF 0.1 Q4 MULTIDISCIPLINARY SCIENCES
В.М. Картопольцев, А.В. Картопольцев, Алексей Александрович Алексеев, V. Kartopoltsev, Audrey V. Kartopoltsev, А.А. Alekseev
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引用次数: 0

摘要

桥梁桥台桩基施工技术规程规定了钻孔桩的板承试验要求。文献中没有关于板承试验信度的信息。桥梁桩基作为桥梁要素,涉及俄罗斯联邦运输基础设施的战略和经济责任对象,必须在设计阶段和运营阶段具有高可靠性。目的:将可靠度理论应用于板承试验,确保控制施工和经济支出。方法:提供板承试验可靠度的概率方法是由钻孔桩端下土体应力-应变状态的随机性和不破坏运行概率决定的。研究发现:概率密度函数允许加载阶段和时间等限制,而不会降低板承试验的可靠性,并且可以使用试验荷载-土沉降关系来证实工程的方案要求和经济可行性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Reliability of plate-bearing tests of pile foundations for bridge abutments
The requirements for the plate-bearing test of bore piles are determined by technical regulations for the construction of pile foundations for bridge abutments. There is no information about the plate-bearing test reliability in the literature. Bridge pile foundations as bridge elements relate to strategic and economically responsible objects of the transport infrastructure in the Russian Federation and must have a high reliability level at the design stage and operation.Purpose: Practical application of the reliability theory for plate-bearing tests to ensure control for construction and economic expenditures.Approach: The probabilistic approach in providing plate-bearing test reliability is conditioned by a random nature of the stress-strain state of soil under the bore pile tip and nonfailure operating probability.Research findings: Probability density functions allow restrictions such as loading stages and time without the reliability reduction of plate-bearing tests and the possibility of using the experimental load–soil settlement relation to substantiate the program requirements and economic feasibility of works.
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Tomsk State University Journal
Tomsk State University Journal MULTIDISCIPLINARY SCIENCES-
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