能否根据阿特伯格极限值预测瓦加瓦加地区的收缩膨胀指数?

IF 0.3 Q4 ENGINEERING, GEOLOGICAL Australian Geomechanics Journal Pub Date : 2024-03-01 DOI:10.56295/agj5916
Hoang Han Nguyen, David McMahon
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引用次数: 0

摘要

其他研究人员已经对收缩膨胀指数与其他粘土测试(如阿特伯格极限)之间的关系进行了研究,但没有任何关于澳大利亚新南威尔士州瓦加瓦加地区的可用信息。本研究的目的是确定瓦加瓦加地区土壤的收缩膨胀指数与阿特伯格极限之间的关系。采用澳大利亚标准测试方法,对不同位置和深度的 27 个样本进行了收缩膨胀指数、线性收缩率、液限、塑限、塑性指数和土壤粒度分布测试。结果和数据分析表明,收缩膨胀指数与阿特伯格极限相关。收缩膨胀指数可根据单一的阿特伯格极限试验或线性收缩+液限和线性收缩+塑性指数的组合进行估算。总之,线性收缩和液限是估算瓦加瓦加地区土壤收缩膨胀指数的合理预测因子。
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Can the shrink-swell index be predicted in the Wagga Wagga region based on Atterberg limits?
Relationships between the shrink-swell index and other clay tests, such as Atterberg limits have been investigated by others however, there is not any available information for the Wagga Wagga region in NSW Australia. This study’s objective is to establish some relationships between the shrink-swell index and Atterberg limits of the soils in the Wagga Wagga region. A total of 27 samples at different locations and depths was tested for shrink-swell index, linear shrinkage, liquid limit, plastic limit, plasticity index and soil particle size distribution, using Australian Standard test methods. The results and data analysis indicated that shrink-swell index correlated with Atterberg limits. The shrink-swell index can be estimated based on a single Atterberg limit test or the combination of linear shrinkage + liquid limit and linear shrinkage + plasticity index. In conclusion, linear shrinkage and liquid limit are the reasonable prediction factors for the estimation of shrink-swell index for the soils in the Wagga Wagga region.
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来源期刊
Australian Geomechanics Journal
Australian Geomechanics Journal ENGINEERING, GEOLOGICAL-
CiteScore
0.40
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发文量
1
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