Shear Strength Characteristics of Calcium Oxide and Guar Gum Treated Loose Petobo Silty Sand

Yohanes Albrecht Montol, Aswin Lim, Paulus Pramono Rahardjo
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Abstract

This article presents the shear strength characteristics of Petobo Silty Sand which are treated with Calcium Oxide and Guar Gum. The purpose of this experimental works is looking for other binding agents to replace the application of cement which is considered not an environmentally friendly material. The shear strength of treated soils was examined using the direct shear test. Guar gum and Calcium Oxide provides additional cohesion to Petobo silty sand. The cohesion and internal friction angle could increase to about 900 kPa and 47.5°, respectively. The treated sample also shows the dilation behavior in dry conditions. However, after 24 hours soaking period, the soil behavior returned to the contraction behavior. This behavior is unfavorable in the case of the treated sample below the groundwater table. Hence, these two binding agents are effective for dry soil conditions. In addition, Scanning Electron Microscope images of treated silty sand were obtained which aims to examine the microscopic behavior of the fibers and matrices that were formed through the hydration process.
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经氧化钙和瓜尔胶处理的松散佩托博淤泥砂的剪切强度特性
本文介绍了用氧化钙和瓜尔胶处理过的 Petobo 淤泥砂的剪切强度特性。这项实验工作的目的是寻找其他粘合剂来替代水泥,因为水泥被认为不是一种环保材料。使用直接剪切试验检测了经处理土壤的剪切强度。瓜尔胶和氧化钙为 Petobo 淤泥砂提供了额外的内聚力。内聚力和内摩擦角分别增加到约 900 千帕和 47.5°。经过处理的样品在干燥条件下也会出现膨胀现象。然而,浸泡 24 小时后,土壤又恢复了收缩状态。这种行为对地下水位以下的处理样本不利。因此,这两种结合剂在干燥的土壤条件下是有效的。此外,还获得了经过处理的淤泥砂的扫描电子显微镜图像,目的是检查水合过程中形成的纤维和基质的微观行为。
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