Study on uniaxial impact compression characteristics of basalt fiber cement soil

Archives of civil engineering

article

Hai Cao¹  Xiangyang Zhang² 

[1] Huangshan University, School of Civil Engineering and Architecture;Key Laboratory of Safety and High-efficiency Coal Mining, Ministry of Education ,(Anhui University of Science and Technology)

关键词: cement soil;    basalt fiber;    SHPB experiment;    impact compressive strength;    strain rate effect;   

DOI  :  10.24425/ace.2022.140193

学科分类：建筑学

来源: Polska Akademia Nauk * Instytut Podstawowych Problemow Techniki / Polish Academy of Sciences, Institute of Fundamental Technological Research

【 摘 要 】

In order to study the dynamic mechanical properties of cement soil, uniaxial impact compression tests with different strain rates of cement soil with no fiber and with 0.2% basalt fiber were carried out by using a 50 mm steel split Hopkinson pressure bar device. The test results show that the impact compressive strength, dynamic increase factor and peak strain increase with the increase of strain rate under the same basalt fiber content, showing obvious strain rate effect. The dynamic stress-strain curve of basalt fiber cement soil underwent elastic deformation stage, plastic deformation stage and failure stage.With the increase of strain rate, the degree of fracture of cement soil samples gradually increases, which shows that the number of fragments increases, the size decreases and tends to be uniform. After adding basalt fiber in cement soil, the crack can be delayed, the degree of fracture is smaller than that without fiber and the plasticity of the samples is enhanced. It shows that basalt fiber can improve the impact compressive strength of cement soil.

【 授权许可】

Unknown