Comparison of experimental pile penetration force and calculated by regulatory documents

IF 0.1 Q4 MULTIDISCIPLINARY SCIENCES
Сергей Васильевич Ющубе, Александр Александрович, Тарасов Артем Сергеевич, Устюгов, А.А. Тарасов, А.С. Устюгов, S. V. Yushchube, Aleksandr A. Tarasov, A. S. Ustyugov
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引用次数: 0

Abstract

The paper studies the pile penetration force in engineering and geological conditions of Tomsk. The pile penetration method allows piles to be penetrated in urban conditions with a large number of historical buildings, which makes this work extremely relevant for Tomsk and other cities.The paper presents experimental data and theoretical calculations of the pile penetration in various districts of Tomsk. Theoretical calculations are based on several regulatory documents. Research results allow assessing the applicability of the proposed methods to engineering and geological conditions of Tomsk as well as identifying factors reducing the reliability this method. Recommendations are given for selecting methods to determine the pile penetration force, depending on the soil conditions at the construction site.
试验桩侵彻力与规范文件计算结果比较
本文对托木斯克的工程地质条件下的桩侵力进行了研究。桩穿法允许在有大量历史建筑的城市条件下穿透桩,这使得这项工作与托木斯克和其他城市非常相关。本文介绍了托木斯克不同地区的桩突试验数据和理论计算结果。理论计算是基于几个规范性文件。研究结果可以评估所提出的方法对托木斯克工程和地质条件的适用性,并确定降低该方法可靠性的因素。根据施工现场的土壤条件,给出了确定桩侵彻力的选择方法的建议。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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Tomsk State University Journal
Tomsk State University Journal MULTIDISCIPLINARY SCIENCES-
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