木质素对沙质黄土的影响试验研究

IF 3.3 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Gaochao Lin , Wei Liu , Jixiang Zhao , Pengchao Fu
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引用次数: 0

摘要

在沙质黄土分布广泛的国际和林飞机项目的推动下,本研究探讨了利用木质素这一环保材料改善沙质黄土力学性能的可行性。考虑到沙质黄土分布区蒸发强烈、昼夜温差大的气候条件,进行了大量的养护试验、干湿循环试验、冻融循环试验、三轴试验、XRD试验和SEM试验,以确定木质素对沙质黄土的强化作用。试验结果表明,木质素改性砂质黄土在21天内即可完成固化并获得最大抗压强度,抗压强度随木质素含量的增加而增加。木质素对砂质黄土的干湿循环阻力影响不大,但能显著提高其冻融循环阻力。木质素主要通过改变粘聚力而保持摩擦角不变,从而显著改变砂质黄土的应力-应变关系和力学响应。SEM结果表明,木质素随着含量的增加,逐渐起到胶结、粘结和纤维增强的作用,主要影响细粒土,对大颗粒土影响较小。在不同的实验之间获得了良好的一致性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental investigation into effects of lignin on sandy loess

Promoted by the international Helin Airplane project where sandy loess is widely distributed, this study investigates the feasibility of improving the mechanical properties of sandy loess by using lignin, an environmentally friendly material. Considering the climatic conditions in the distribution area of sandy loess, such as strong evaporation and large diurnal temperature difference, extensive experiments including curing test, wet-dry cycle test, freeze–thaw cycle test, triaxial test, XRD test and SEM test are conducted to determine the strengthening effect of lignin on sandy loess. Test results show that 21 days are enough for lignin-modified sandy loess to complete curing and obtain maximum compressive strength, which increases with the increase of lignin content. Lignin has insignificant effect on the resistance of sandy loess to wet-dry cycles, but it can significantly improve the resistance to freeze–thaw cycles. Lignin causes significant alterations on the stress–strain relationship and mechanical response of sandy loess by mainly changing the cohesion while maintaining the frictional angle unchanged. SEM results show that lignin gradually plays the role of cementation, bonding, and fiber reinforcement with increasing content, and it mainly affects fine-grained soils while it has less effect on large particles. Good agreement between different experiments is obtained.

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来源期刊
Soils and Foundations
Soils and Foundations 工程技术-地球科学综合
CiteScore
6.40
自引率
8.10%
发文量
99
审稿时长
5 months
期刊介绍: Soils and Foundations is one of the leading journals in the field of soil mechanics and geotechnical engineering. It is the official journal of the Japanese Geotechnical Society (JGS)., The journal publishes a variety of original research paper, technical reports, technical notes, as well as the state-of-the-art reports upon invitation by the Editor, in the fields of soil and rock mechanics, geotechnical engineering, and environmental geotechnics. Since the publication of Volume 1, No.1 issue in June 1960, Soils and Foundations will celebrate the 60th anniversary in the year of 2020. Soils and Foundations welcomes theoretical as well as practical work associated with the aforementioned field(s). Case studies that describe the original and interdisciplinary work applicable to geotechnical engineering are particularly encouraged. Discussions to each of the published articles are also welcomed in order to provide an avenue in which opinions of peers may be fed back or exchanged. In providing latest expertise on a specific topic, one issue out of six per year on average was allocated to include selected papers from the International Symposia which were held in Japan as well as overseas.
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