Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Mahasakti Mahamaya"'
Publikováno v:
Journal of Materials in Civil Engineering. 35
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b7fef3e8a1d912df1581f4c80bdeb1f
https://doi.org/10.1061/(asce)mt.1943-5533.0004620
https://doi.org/10.1061/(asce)mt.1943-5533.0004620
Publikováno v:
Natural Hazards. 103:2371-2393
The prediction of liquefaction susceptibility for highly unbalanced database with limited and important input parameters is a crucial issue. The proposed multi-objective feature selection algorithms (MOFS) were applied to highly unbalanced databases
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::29b5fe7673ad20a280d84f89366935e1
https://doi.org/10.1007/s11069-020-04089-3
https://doi.org/10.1007/s11069-020-04089-3
Publikováno v:
International Journal of Mining, Reclamation and Environment. 34:725-747
The storage of coal mine overburden consumes vast tract of usable land with occasional slope failure and environment pollution of nearby area. In the present study, a comprehensive laboratory inves...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d35d2a5eb03104a3f8705afba9eba822
https://doi.org/10.1080/17480930.2020.1721043
https://doi.org/10.1080/17480930.2020.1721043
Publikováno v:
Geotechnical Characteristics of Soils and Rocks of India ISBN: 9781003177159
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::59329518e8504f02d082da58845154fe
https://doi.org/10.1201/9781003177159-8
https://doi.org/10.1201/9781003177159-8
Autor:
Sarat Kumar Das, Mahasakti Mahamaya
Publikováno v:
International Journal of Geotechnical Engineering. 14:312-321
Development and utilization of controlled low-strength material (CLSM), a flowable self-compacting material using industrial wastes is an effective way of sustainable infrastructure development. In...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d2601f41ed6ec437fa73b6df4c86c86a
https://doi.org/10.1080/19386362.2018.1448527
https://doi.org/10.1080/19386362.2018.1448527
Publikováno v:
Journal of Cleaner Production. 312:127778
Addition of natural polymer or biopolymer is considered as a novel, cost-effective and eco-friendly soil modification approach mainly pertaining to erosion stability. The present study focuses on the interaction of three types of biopolymer i.e., xan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44ff689bcba24959b71e66154be60b21
https://doi.org/10.1016/j.jclepro.2021.127778
https://doi.org/10.1016/j.jclepro.2021.127778
Autor:
Mahasakti Mahamaya, Sarat Kumar Das
Publikováno v:
Particulate Science and Technology. 35:660-666
Mine overburden removed during surface mining is considered as “waste” or “spoil” that is consuming a vast tract of land for storage. Due to high ash content (30–50%) of Indian coals, 130 million tons of fly ash per year is generated with l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5e4d608faa69c25a356963c92f915389
https://doi.org/10.1080/02726351.2016.1194344
https://doi.org/10.1080/02726351.2016.1194344
Publikováno v:
Procedia Earth and Planetary Science. 11:254-259
The present study pertains to stabilization of pond ash concerning stability factors viz. wind erosion, dust control and other harmful effects of pond ash near ash pond and mining areas using two biopolymers xanthan gum and guar gum. Compaction tests
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::70ee22ee5ea7de1f86a698c709f60564
https://doi.org/10.1016/j.proeps.2015.06.033
https://doi.org/10.1016/j.proeps.2015.06.033
Publikováno v:
Procedia Earth and Planetary Science. 11:294-302
Mine wastes are generally known as mine overburden, which are removed during surface mining. Utilization of this mine overburden will reduce environmental impact and availability of land resource in coal mining area. Indian coal produces vast amount
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2dc069812329d246c8972deb846cacd5
Publikováno v:
Contemporary Issues in Geoenvironmental Engineering ISBN: 9783319616117
Dispersive soils are considered as unstable, as these are easily erodible by wind and water. Structures, such as embankments, channels and foundations are vulnerable to severe erosion when this type of soil is used. Dispersive soil exhibits no streng
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::615d6a637ba7171aed223d032275875d
https://doi.org/10.1007/978-3-319-61612-4_11
https://doi.org/10.1007/978-3-319-61612-4_11