纤维增强黏性土的地质力学特性研究

Ö. Ertuğrul, Fatma Dülger Canoğullari
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引用次数: 1

摘要

近年来,天然纤维和合成纤维在土壤改良中的应用在土力学领域得到了广泛的应用。使用方便、成本低廉的纤维材料是近年来岩土工程研究的热点。在本研究中,系统地回顾了以往对纤维粘性土混合物进行的力学实验结果。根据文献中已有的实验研究数据,我们观察到,随着纤维密度的增加,土壤的各种性质,包括土壤强度,在一定程度上都有所改善。添加纤维的比例对改善土壤性质有显著的效果。在统计分析的基础上,根据所调查的测试数据库提出了简单的相关关系。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
AN INVESTIGATION ON THE GEOMECHANICAL PROPERTIES OF FIBER REINFORCED COHESIVE SOILS
In recent years, the use of natural and synthetic fibers in soil improvement has become widespread in soil mechanics applications. Easy to use and low cost fibers have been the subject of many geotechnical researches in recent years. In this study, results of previous mechanical experiments performed on fiber-cohesive soil mixtures were reviewed in a systematical approach. Based on the data derived from the experimental studies available in the literature, it has been observed that various soil properties including soil strength have improved with increasing density of the fibers up to a certain level. The percentage of added fiber has a significant effect on improving soil properties. Based on statistical analysis, simple correlation relationships were suggested based on the investigated test database.
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