Arid
DOI10.1016/j.aeolia.2021.100727
Experimental investigation to mitigate aeolian erosion via biocementation employed with a novel ureolytic soil isolate
Dubey, Anant Aishwarya; Devrani, Rituraj; Ravi, K.; Dhami, Navdeep Kaur; Mukherjee, Abhijit; Sahoo, Lingaraj
通讯作者Ravi, K (corresponding author), Indian Inst Technol, Dept Civil Engn, Gauhati 781039, India.
来源期刊AEOLIAN RESEARCH
ISSN1875-9637
EISSN2212-1684
出版年2021
卷号52
英文摘要Aeolian ecosystems suffer severe land degradation due to wind erosion. This study presents the erosion mitigation via bio-cementation technique for the soil collected from Jaisalmer region of the Thar Desert of India. Most of the previous studies considered conventional microbe Sporosarcina pasteurii for aeolian erosion mitigation. Alternatively, as the soils containing vegetation are rich in microbial diversity, this study presents isolation and characterisation of a novel urease-positive microbial strain from a soil slope, which is later utilised for the aeolian-erosion mitigation. The desert sand was subjected to biocementation treatment using the isolated microbe and various molar concentrations (M) of cementation solution, ranging from 0.25 M to 1 M. The engineering properties of the biocemented sand such as coefficient of permeability (k), unconfined compressive strength (UCS), and erodibility was investigated. The soil erosion test was conducted in a lab-scale wind tunnel to investigate parameters such as soil mass loss and threshold detachment velocity. The investigation revealed a decrease of one order in the magnitude of the permeability coefficient with 1 M biocementation treatment. A high UCS value of around 1 MPa was observed with a low calcium carbonate content of 1.3% precipitated with 0.5 M cementation solution treatment. The erosion resistance is observed to be maximum with 1 M cementation solution treatment withstanding the maximum wind velocity above 55 km/h. With lab-scale investigation, this study confirms drastic improvement in soil erodibility resistance with biocementation using the isolated microbe and encourages field trial for protecting the desert ecosystem from severe erosion.
英文关键词The Thar Desert Aeolian erosion Sand-dune stabilisation Bio-mediated soil improvement
类型Article
语种英语
收录类别SCI-E
WOS记录号WOS:000704129400002
WOS关键词INDUCED CARBONATE PRECIPITATION ; UREASE ACTIVITY ; SAND ; CALCITE ; IMPROVEMENT ; MICP ; OPTIMIZATION ; BACTERIA
WOS类目Geography, Physical
WOS研究方向Physical Geography
资源类型期刊论文
条目标识符http://119.78.100.177/qdio/handle/2XILL650/362334
作者单位[Dubey, Anant Aishwarya; Ravi, K.] Indian Inst Technol, Dept Civil Engn, Gauhati 781039, India; [Dubey, Anant Aishwarya; Dhami, Navdeep Kaur; Mukherjee, Abhijit] Curtin Univ, Sch Civil & Mech Engn, Perth, WA, Australia; [Devrani, Rituraj] Indian Inst Technol, Dept Civil Engn, Delhi 110016, India; [Sahoo, Lingaraj] Indian Inst Technol, Dept Biosci & Bioengn, Gauhati 781039, India
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Dubey, Anant Aishwarya,Devrani, Rituraj,Ravi, K.,et al. Experimental investigation to mitigate aeolian erosion via biocementation employed with a novel ureolytic soil isolate[J],2021,52.
APA Dubey, Anant Aishwarya,Devrani, Rituraj,Ravi, K.,Dhami, Navdeep Kaur,Mukherjee, Abhijit,&Sahoo, Lingaraj.(2021).Experimental investigation to mitigate aeolian erosion via biocementation employed with a novel ureolytic soil isolate.AEOLIAN RESEARCH,52.
MLA Dubey, Anant Aishwarya,et al."Experimental investigation to mitigate aeolian erosion via biocementation employed with a novel ureolytic soil isolate".AEOLIAN RESEARCH 52(2021).
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