玄武岩纤维和水泥加固河床淤泥土无侧限抗压强度的试验研究

徐丽娜; 牛雷; 张婷; 王亚波

doi:10.13204/j.gyjz202002016

玄武岩纤维和水泥加固河床淤泥土无侧限抗压强度的试验研究

doi: 10.13204/j.gyjz202002016

徐丽娜¹,
牛雷^1, ,,
张婷²,
王亚波¹

1. 吉林建筑大学土木工程学院, 长春 130118;
2. 吉林大学建设工程学院, 长春 130026

基金项目:

吉林省科技厅国际科技合作项目（20170414018GH）；国家留学基金委项目（201805975010）；吉林省教育厅"十三五"科学技术规划项目（JJK1H20200283KJ）。

详细信息

作者简介:
徐丽娜,女,1986年出生,博士,讲师。

计量
- 文章访问数: 73
- HTML全文浏览量: 8
- PDF下载量: 4
- 被引次数: 0
出版历程
- 收稿日期: 2019-10-25

EXPERIMENTAL RESEARTH ON THE UNCONFINED COMPRESSION STRENGTH CHARACTERISTICS OF BASALT FIBER AND CEMENT STABILIZED RIVERBED SILT

XU Lina¹,
NIU Lei^{1
, ,},
ZHANG Ting²,
WANG Yabo¹

1. School of Civil Engineering, Jilin Jianzhu University, Changchun 130118, China;
2. College of Construction Engineering, Jilin University, Changchun 130026, China

摘要

摘要: 通过研究玄武岩纤维长度分别为3，6，12，20，35 mm，纤维质量掺入量分别为0，0.1%，0.3%，0.5%和0.7%的条件下，养护龄期分别为7，14，28 d的纤维水泥土无侧限抗压强度，分析了纤维掺量、纤维长度及养护龄期对玄武岩纤维水泥加固河床淤泥土的力学性质的影响。试验结果表明：玄武岩纤维能有效提高水泥土抵抗变形的能力；纤维水泥土的无侧限抗压强度随着养护龄期的增加而提高；同一纤维长度条件下，随着纤维掺量的增加，纤维水泥土的无侧限抗压强度提高，但在同一纤维掺量的条件下，纤维水泥土的无侧限抗压强度随纤维长度的变化不明显。
- 玄武岩纤维 /
- 水泥 /
- 河床淤泥土 /
- 无侧限抗压强度
Abstract: A series of unconfined compression tests were conducted on a riverbed silt improved with basalt fibers ordinary Portland cement. Basalt fibers of length 3, 6, 12, 20 mm and 35 mm were used in the study with different fiber contents of 0%, 0.1%, 0.3%, 0.5%, and 0.7% by weight of soil. To study the effect of curing time on strength, the specimens were cured for 7, 14, and 28 days and tested. The test results showed that the basalt fiber could effectively improve the resistance to deformation of cement-stabilized soil. The unconfined compressive strength of fiber-cement soil increased with increasing curing time. For constant fiber length, the unconfined compressive strength of fiber-cement soil increases with increasing fiber content. However, for constant fiber content, the unconfined compressive strength of fiber-cement soil did not change significantly with the increase of fiber length.
- basalt fiber /
- cement /
- riverbed silt /
- unconfined compressive strength

HTML全文

参考文献(10)

FAN T, CHANG F Q. The Influence Factors of Unconfined Compression Strength of Cemented Clay[J]. Geotechnical Investigation & Surveing, 2005(3):8-10.

马海龙,戈铮. 加筋水泥土桩锚墙支护的基坑监测分析[J]. 土木工程学报,2010,43(4):105-112.

章兆熊,李星,谢兆良,等. 超深三轴水泥土搅拌桩技术及在深基坑工程中的应用[J]. 岩土工程学报,2010,32(增刊2):383-386.

李丽华,万畅,梅利芳,等. 玻璃纤维水泥土无侧限抗压强度特性研究[J]. 武汉大学学报(工学版),2018,51(3):252-256.

NDEPETE C P, SERT S. Use of Basalt Fibers for Soil Improvement[J]. Acta Physica Polonica A, 2016,129(1):355-356.

FIORE V, SCALICI T, DI BELLA G, et al. A Review on Basalt Fibre and its Composites[J]. Compos. Pt. B-Eng., 2015, 74:74-94.

陈峰. 玄武岩纤维水泥土抗压强度试验研究[J]. 福州大学学报(自然科学版),2017,45(2):212-215.

陈峰. 玄武岩纤维水泥土抗拉性能试验研究[J]. 深圳大学学报(理工版),2016,33(2):188-193.

胡建林,杨鑫,崔乃夫,等. 玄武岩纤维对水泥土力学性能的影响效应研究[J]. 水利与建筑工程学报, 2017, 15(6):138-142.

MA Q Y, GAO C H. Effect of Basalt Fiber on the Dynamic Mechanical Properties of Cement-Soil in SHPB Test[J]. Journal of Materials in Civil Engineering, 2018, 30(8):1-10.

施引文献

资源附件(0)

访问统计