Improvement of Ultra-Soft Soil Using Prefabricated Vertical Drain with Vacuum Preloading System: Laboratory Model Study

P. Kefas, Andreas Erdian Wijaya, Ginanjar Khaq, Marcello Djunaidy
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Abstract

Use of Prefabricated Vertical Drain (PVDs) to improve ultra-soft soil by vacuum preloading method on laboratory scale is described in this study. The laboratory model will be carried out in a vacuum chamber 1m x 1m x 1m with 1 (one) PVD in the middle which is connected to the vacuum pump. During vacuum preloading test, 3 (three) units of settlement plates will be monitored until 60 days. As a comparison data on soil conditions, a test will be carried out by taking 2 (two) samples to see the distribution of differences in the properties condition of ultra-soft soil before and after vacuuming and its relationship with the settlement. Laboratory test shown properties changes which the soil nearest PVD has the bigger changes compared to soil farther from PVD. The change in unit weight (g) based on the sample distance of 15cm and 45cm from the PVD was an increase of 16.47% and 9.59%, respectively. While the change in natural water content (wn) was down 92.81% and 34.47% respectively. Meanwhile, the results of the permeability test showed a decrease of 97.05% and 85.77%, respectively.
真空预压预制垂直排水管加固超软土的室内模型研究
采用真空预压法对预制垂直排水沟进行了室内试验研究。实验室模型将在1m × 1m × 1m的真空室中进行,中间有1(1)个PVD,与真空泵相连。在真空预压试验期间,将监测3(3)个沉降板单元,直至60天。作为土况对比数据,取2(2)个试样进行试验,观察抽真空前后超软土性质状况差异的分布及其与沉降的关系。实验室测试表明,离PVD最近的土壤的性质变化比离PVD远的土壤变化更大。样品距离PVD 15cm和45cm时,单位重量(g)的变化量分别增加了16.47%和9.59%。天然含水量(wn)变化幅度分别下降了92.81%和34.47%。同时,渗透率试验结果分别下降了97.05%和85.77%。
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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