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An improved experimental test set-up to study the performance of granular columns

机译:一种改进的实验测试装置,用于研究粒状柱的性能

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摘要

This paper describes an innovative design of a newly developed large test setup for testing the performance of footings supported on soft clay reinforced with granular columns. This advanced testing method is used to examine the settlement of footings supported on granular columns. Two important features of the equipment are (a) the axial loading system which allows samples to be consolidated under Ko condition while the load is applied onto a small foundation area of the sample, and (b) a relatively large sample size of 300-mm diameter and 400-mm high. The system is also equipped with pressure cells located beneath the footing and top cap to measure the pressure distribution with respect to foundation displacement and a lateral strain gage to monitor boundary effects. This paper reports on some of the early findings from the preliminary tests carried out using this equipment. Samples for testing were prepared by consolidating kaolin slurry in a large one-dimensional consolidation chamber. The granular columns were installed using the replacement method by compacting crushed basalt (uniformly graded with 90 % between 1.5–2-mm particle sizes) into a preformed hole. The preliminary tests have yielded promising results, validating the functionality of the equipment and support the prospect of increasing the knowledge with respect to settlement response and design of a footing supported on granular columns.
机译:本文介绍了一种新开发的大型测试装置的创新设计,该装置用于测试用粒状柱加固的软粘土支撑的地基性能。此高级测试方法用于检查粒状柱上支持的基础沉降。该设备的两个重要特征是(a)轴向加载系统,该系统允许在Ko条件下对样品进行固结,同时将载荷施加到较小的样品基础区域上;以及(b)相对较大的300 mm样品尺寸直径和400毫米高。该系统还配备有位于底部和顶盖下方的压力传感器,用于测量相对于地基位移的压力分布,以及用于监测边界效应的横向应变计。本文报告了使用此设备进行的初步测试的一些早期发现。通过在一个大的一维固结室中固结高岭土浆液来制备测试样品。使用替换方法将颗粒状的柱子安装到预成型的孔中,将压碎的玄武岩(粒度在1.5–2毫米之间均匀分级为90%)安装。初步测试产生了可喜的结果,验证了设备的功能并支持了增加有关沉降响应和颗粒柱上支持的基础设计知识的前景。

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