Upaya Peningkatan Nilai CBR Tanah Lempung Menggunakan Campuran Kapur, Abu Sekam, dan Serat Fiber

I. Indrayani, Andi Herius, Puryanto Puryanto, Revias Noerdin, Maharu Ismail, S. Aisyah
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Abstract

Soil is an important element in supporting development activities in the world of civil construction. One type of soil that is often found in South Sumatra is clay. Clay soil is a type of fine-grained soil that is strongly influenced by water content. Each type of clay has a different carrying capacity value. Therefore, an analysis is needed to test the effect of adding a mixture of materials to the clay. A test was carried out to see the effect of adding mixed materials to the soil. In this test, soil samples were taken from the Banyuasin district and mixed with materials in the form of fiber, husk ash, and lime. For variations in soil mixture testing, 0.1% fiber, 2.5% husk ash, and lime consist of 2.5%, 5%, and 7.5%, as well as plain water. The test results show that the addition of a mixture of fiber, husk ash, and cement can improve the physical and mechanical properties of clay, where the optimum addition variation in the 4th variation is a mixture of soil + fiber 0.1% + husk ash 2.5% + lime 5%, which is 52.49%.
使用石灰、灰壳和纤维混合物来增加黏土CBR的价值
土壤是支持土木建筑领域发展活动的重要因素。在南苏门答腊岛经常发现的一种土壤是粘土。粘土是一种细粒土壤,受含水量的影响很大。每种粘土的承载能力值都不同。因此,需要进行分析,以测试在粘土中加入混合材料的效果。为观察在土壤中加入混合材料的效果,进行了试验。在本试验中,土壤样本取自Banyuasin地区,并与纤维,壳灰和石灰形式的材料混合。对于土壤混合物测试的变化,0.1%纤维,2.5%谷壳灰,石灰由2.5%,5%和7.5%组成,以及清水。试验结果表明,纤维、壳灰和水泥混合掺量可改善粘土的物理力学性能,其中第4种掺量的最佳掺量为土+纤维0.1% +壳灰2.5% +石灰5%,为52.49%。
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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