有机质对石灰稳定粘土抗剪强度的影响

IF 1.3 Q3 ENGINEERING, GEOLOGICAL
A. Joy, B. M. Abraham, A. Sridharan
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引用次数: 1

摘要

含有机质土壤抗剪强度低,压缩性高。石灰稳定已被证明可以改善粘性土的工程性质。试图研究有机物质(淀粉和泥炭)对经受较长养护期(长达180天)的石灰稳定粘土的抗剪强度的影响。大多数研究报告了石灰稳定有机土壤长达60天的强度行为。在不同养护期(0、7、30、60、90和180 d)下,对掺6%石灰的人工配制有机土混合物进行叶片剪切试验。结果表明,在有机物存在的情况下,石灰的改善效果随着养护时间的延长而减弱。据观察,对于含有有机物的石灰稳定粘土,强度似乎增加到30天,之后就停止了。含有机质石灰稳定粘土的强度降低取决于土壤中的pH值和官能团。对固化样品的傅里叶变换红外光谱也进行了研究,以研究石灰稳定粘土强度变化的微观结构变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of organic matter on the shear strength of lime-stabilised clayey soils
Soils containing organic matter exhibit low shear strength and high compressibility. Lime stabilisation has been shown to improve the engineering properties of clayey soils. An attempt was made to study the effect of organic matter (starch and peat) on the shear strength of lime-stabilised clayey soils subjected to longer curing periods (up to 180 days). Most studies have reported the strength behaviour of lime-stabilised organic soils up to 60 days. Vane shear tests were carried out on artificially prepared organic soil mixtures treated with 6% lime after different curing periods (0, 7, 30, 60, 90 and 180 days). The results indicate that the improving effect of lime is deteriorated in the presence of organic matter as the curing period increases. It was observed that, for lime-stabilised clayey soils containing organic matter, the strength seemed to increase up to 30 days, after which it ceased. The strength reduction in lime-stabilised clayey soils containing organic matter depended on the pH and functional groups present in the soil. Fourier transform infrared spectroscopy of cured samples was also carried out to examine the microstructural changes responsible for the strength change in lime-stabilised clayey soils.
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来源期刊
CiteScore
3.10
自引率
8.30%
发文量
54
期刊介绍: Ground Improvement provides a fast-track vehicle for the dissemination of news in technological developments, feasibility studies and innovative engineering applications for all aspects of ground improvement, ground reinforcement and grouting. The journal publishes high-quality, practical papers relevant to engineers, specialist contractors and academics involved in the development, design, construction, monitoring and quality control aspects of ground improvement. It covers a wide range of civil and environmental engineering applications, including analytical advances, performance evaluations, pilot and model studies, instrumented case-histories and innovative applications of existing technology.
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