用中枢神经系统和无凝聚性土壤处理的肥泥的改善
Khalid Farooq1, Hassan Mujtaba2, Syed Zishan Ashiq1
1Civil Engineering Department, University of Engineering & Technology, Lahore, Pakistan.
Scientific reports
|August 29, 2024
概括
将有问题的脂肪粘土与凝聚性非膨胀土壤 (CNS) 或泥沙沙土 (Kassu) 混合,可以显著改善其工程性能. CNS在减少膨胀潜力方面更有效,提高了土壤适用于建筑次级的适用性.
科学领域:
- 地质技术工程 地质技术工程
- 土壤科学 土壤科学
- 土木工程 土木工程是指土木工程.
背景情况:
- 脂肪粘土土壤往往表现出不良的工程性能,限制了它们在建筑中的使用.
- 该研究解决了基础设施开发需要具有成本效益的土壤改善技术的需求.
- 调查了当地土壤资源,凝聚性非膨胀土壤 (CNS) 和泥沙沙土 (Kassu) 的改善潜力.
研究的目的:
- 评估混合肥泥与中枢神经系统和卡苏的有效性,以改善其地质技术特性.
- 为了确定最佳的混合百分比,以提高土壤的性能,如强度,压缩和膨胀潜力.
- 评估改进土壤是否适合在土木工程项目中进行下层应用.
主要方法:
- 实验室测试包括修改的Proctor压缩,无限制的压缩,加利福尼亚轴承比率 (CBR) 和一维整合.
- 脂肪粘土与中枢神经系统和卡苏混合,每次增加5%至35%.
- 测量了各种混合比的地质性能 (液体极限,可塑性指数,CBR,强度,膨胀潜力).
主要成果:
- 混合物显著降低了脂肪粘土的液态极限和可塑性指数.
- 加利福尼亚的承载比率 (CBR) 增加,这表明下层使用的承载能力有所改善.
- 不受限制的压力强度,干单位重量增加,而最佳水分含量和膨胀潜力大幅下降.
- 发现,CNS在控制膨胀特征方面比Kassu更有效.
结论:
- 将脂肪粘土与中枢神经系统和卡苏混合,可以有效地改善其不良的地质技术特性.
- 改进后的土壤显示出更适合用于建筑次级的土壤.
- 凝聚性非膨胀土壤 (CNS) 特别有效地缓解了脂肪粘土有问题的膨胀行为.
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