中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Mechanical Properties of Fine-Grained Soils Treated with Fungal Mycelium of Trichoderma virens

文献类型:期刊论文

作者Park, Joon Soo4; Lin, Hai3; Chen, Emily2; Alqrinawi, Hussein3; Dong, Yi1; Moe, William M.3
刊名JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
出版日期2025-05-01
卷号151期号:5页码:14
ISSN号1090-0241
DOI10.1061/JGGEFK.GTENG-12745
英文摘要Recent investigations into bio-mediated soil improvement have identified fungal mycelium as a promising candidate for innovative applications in geotechnical engineering. Fungal mycelia can increase soil water repellency, reduce hydraulic conductivity and increase matric suction by reducing pore size, and cement and bind soil particles together through biomineralization and extracellular polymeric substance (EPS). Previous studies, however, focused primarily on the effects of fungal mycelia on sandy soils. This study investigated the effects of the filamentous fungus Trichoderma virens (ATCC 9645) on mechanical properties of fine-grained soils. Three types of fine-grained soils were used in this study, including Baton Rouge (BR) silt, silica silt, and kaolinite. Unconfined compression, drying cake (DC), and Brazilian tensile strength (BTS) tests were conducted under different moisture contents to measure unconfined compressive strength (UCS), Young's modulus, soil shrinkage curve, suction stress characteristic curve (SSCC), and tensile strength of untreated, potato dextrose broth (PDB)-treated, and fungal-treated specimens (PDB suspended with fungal mycelia). The results showed T. virens fungal mycelia increased the mean UCS and BTS of BR and silica silts at oven-dry condition by about 100% and 64%, respectively. T. virens fungal mycelia resulted in negligible improvement in the UCS of kaolinite, likely due to the constrained pore size that restricted fungal growth. The increases of UCS and BTS in BR and silica silts were attributed to the increase of suction stress magnitude (i.e., increase of attractive interparticle stress), resulting from the increased capillary and physicochemical forces by fungal mycelia.
资助项目Louisiana Board of Regents Research Competitiveness Subprogram[039A-19] ; National Science Foundation[2339618]
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:001447608800010
出版者ASCE-AMER SOC CIVIL ENGINEERS
源URL[http://119.78.100.198/handle/2S6PX9GI/36558]  
专题中科院武汉岩土力学所
通讯作者Lin, Hai
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
2.Baton Rouge Magnet High Sch, 2825,Govt St, Baton Rouge, LA 70806 USA
3.Louisiana State Univ, Dept Civil Engn & Environm Engn, 3255 Patrick F Taylor Hall, Baton Rouge, LA 70803 USA
4.GeoEngineers Inc, 17425 NE Union Hill Rd250, Redmond, WA 98052 USA
推荐引用方式
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Park, Joon Soo,Lin, Hai,Chen, Emily,et al. Mechanical Properties of Fine-Grained Soils Treated with Fungal Mycelium of Trichoderma virens[J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING,2025,151(5):14.
APA Park, Joon Soo,Lin, Hai,Chen, Emily,Alqrinawi, Hussein,Dong, Yi,&Moe, William M..(2025).Mechanical Properties of Fine-Grained Soils Treated with Fungal Mycelium of Trichoderma virens.JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING,151(5),14.
MLA Park, Joon Soo,et al."Mechanical Properties of Fine-Grained Soils Treated with Fungal Mycelium of Trichoderma virens".JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING 151.5(2025):14.

入库方式: OAI收割

来源:武汉岩土力学研究所

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