Investigation of boring pile integrity of road systems in engineering-geological condition of Kazakhstan

Z. Shakhmov, G. Tleulenova
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Abstract

The paper considers the testing of pile foundations for continuity at Atbasar pipeline facility. For testing monolithic concrete and reinforced concrete structures, a variety of the pit (pile integrity test) method is used – low-deformation dynamic tests. This is the most modern technique in the world practice of recent years. It allows you to check the continuity of all types of monolithic concrete and reinforced concrete structures, including concrete (reinforced concrete) piles, to identify defects in them. Based on the obtained pile data, as a result of testing for the continuity of foundations, the number of non-defective piles and defective piles are reflected, and solutions are proposed to ensure the reliability and safety of the pipeline operation. A total of 10 bored piles, which were located in 4 separately standing foundations, were investigated in the work. The results showed that 3 piles could have defects in the form of cracks or narrowing of the cross-section of the bored piles.
哈萨克斯坦工程地质条件下道路系统钻孔桩完整性研究
本文研究了Atbasar管道设施桩基连续性测试。对于整体混凝土和钢筋混凝土结构的测试,采用了多种基坑(桩)完整性测试方法——低变形动力试验。这是近年来世界上最先进的技术。它允许您检查所有类型的整体混凝土和钢筋混凝土结构的连续性,包括混凝土(钢筋混凝土)桩,以识别其中的缺陷。根据获得的桩数据,通过对基础连续性的测试,反映了无缺陷桩和缺陷桩的数量,并提出了解决方案,以保证管道运行的可靠性和安全性。本工程共调查了10根钻孔桩,分别位于4个独立的立基中。结果表明:钻孔灌注桩中3根桩均存在裂纹或截面变窄等缺陷;
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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