Classification of piles based on the results of low strain pile integrity tests – Case studies of selected piles in Lagos and Port-Harcourt, Nigeria

Ademola Bolarinwa, R. Kalatehjari, Adewale Daniel Ogunwole
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Abstract

This paper presents the performance of low strain pile integrity test (LSPIT) based on data collected from selected piles in Lagos and Port-Harcourt industrial cities of Nigeria. Two types of piles were considered in this paper, namely bored piles (BP) and auger cast-in-place piles (ACIP). A brief review of LSPIT was carried out and the case studies were introduced. Wireless pile integrity tester (PIT-W) manufactured by Pile Dynamics Incorporation was applied for data collection and analysis. Basically, seven major categories of LSPIT can be introduced based on velocity curves reflection. These categories of piles are well detailed in the result section as AA, AB, ABx, PFx, PDx, IVx and IR. The classification above improves existing ones because information is available on precise pile length at which, soundness and defects of pile can be detected. Results obtained from case studies indicated that tested piles were primarily of the AA, AB, PFx and PDx categories/type. The study areas were chosen because most of the industrial application of piles in Nigeria can be found in these two cities. Summarily, all tested BP were structurally sound, about 78% of the all tested piles (BPs and ACIPs) were reported to be structurally sound, while 22% have impedance changes indicating slight soil intrusion, negligible voids within concrete mass without severe effect on the structural soundness of piles and they were typically ACIPs. The term ‘anomaly’ in this paper is used to describe piles with slight positive reflection for small necking, voids, cracks, etc.
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基于低应变桩完整性测试结果的桩分类——尼日利亚拉各斯和哈科特港选定桩的案例研究
本文介绍了尼日利亚拉各斯和哈科特港工业城市的低应变桩完整性试验(LSPIT)的性能。本文考虑钻孔灌注桩(BP)和螺旋灌注桩(ACIP)两种类型的桩。对LSPIT进行了简要回顾,并介绍了案例研究。采用美国桩动力公司生产的无线桩完整性测试仪(PIT-W)进行数据采集和分析。基于速度曲线反射,LSPIT基本上可以分为7大类。结果部分详细列出了这些桩的类别:AA、AB、ABx、PFx、PDx、IVx和IR。上述分类改进了现有的分类方法,因为可以获得精确的桩长信息,从而可以检测桩的稳健性和缺陷。案例研究结果表明,受测桩主要为AA、AB、PFx和PDx类型。之所以选择研究区域,是因为在尼日利亚,大多数桩的工业应用都在这两个城市。综上所述,所有测试桩均为结构良好,约78%的测试桩(BP和acip)为结构良好,22%的测试桩阻抗变化表明土体侵入轻微,混凝土内部空隙可忽略,对桩的结构可靠性没有严重影响,属于典型的acip。本文中的“异常”一词用于描述因颈缩、孔洞、裂缝等原因而具有轻微正反射的桩。
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