用泥(Lapindo)和沥青乳液稳定膨胀土

Resti Meysita Pramaesti, Syahril, Hendry
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引用次数: 0

摘要

格德贝格地区大部分为膨胀土,对基础结构的扰动较大。膨胀土的性质是塑性值高、抗剪强度低、膨胀大、收缩潜力大。改良土壤的一个办法是使用一种额外的材料来稳定土壤。其他材料使用8%的乳化沥青和来自Lapindo地区的泥浆,分别为3%、6%、9%和12%。稳定后的物理力学性能测试结果表明,密度值提高了68%左右。从CBR试验开始,塑性指数呈下降趋势,直至10%。固化时间为14天的CBR值在未浸泡条件下为8.1%,在浸泡条件下为4.6%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Expansive Soil Stabilization Using Mud (Lapindo) and Asphalt Emulsion
Most of Gedebage area consist of expansive soil and always greatly induce disturbance to structure of foundation. Nature properties of expansive soil is a high plasticity value, low soil shear strength, high swelling, and large potential for shrinkage. One solution for soil improvement is to use an additional material to stabilize this soil. Additional material uses locked emulsion asphalt 8% and mud from Lapindo area in variation of 3%, 6%, 9% and 12%. The results of testing the physical and mechanical properties after stabilization indicates increasing of density value around 68%. Plasticity index tends to decrease until 10% from CBR test. CBR values with curing time of 14 days are 8.1% for unsoaked and by 4.6% for soaked conditions.
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