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Research on the Dynamic Elastic Modulus and Damping Ratio of Silty Soil Improved by Bioenzyme

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成果类型:
期刊论文
作者:
Huan-Xia Ren;Chang-Ping Wen*;Xiang Chen
通讯作者:
Chang-Ping Wen
作者机构:
[Huan-Xia Ren; Xiang Chen] School of Civil Engineering, Changde Vocational Technical College, Changde, People’s Republic of China
[Chang-Ping Wen] School of Civil Engineering, Central South University of Forestry and Technology, Changsha, People’s Republic of China
通讯机构:
[Chang-Ping Wen] S
School of Civil Engineering, Central South University of Forestry and Technology, Changsha, People’s Republic of China
语种:
英文
关键词:
Bio-enzyme;Damping ratio;Dynamic elastic modulus;Dynamic triaxial test;Silty soil;Treatment
期刊:
Geotechnical and Geological Engineering
ISSN:
0960-3182
年:
2024
卷:
42
期:
2
页码:
1505-1518
基金类别:
The Funding was supported by The National Special Program for International Scientific and Technology Cooperation, 2014DFA53120, Chang-ping Wen
机构署名:
本校为通讯机构
院系归属:
土木工程学院
摘要:
Considering the limited research on the dynamic properties of silty soil treated with biological enzymes, this study aimed to investigate the effects of enzyme content, confining pressure, and loading frequency on the dynamic properties of bio-enzyme-modified silty soil. Nonlinear equations were established for the dynamic elastic modulus, damping ratio, and dynamic strain of the enzyme-improved silty soil through a series of dynamic triaxial tests conducted under fractional loading. The results demonstrate an approximately hyperbolic shape in ...

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