Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Prabir Kumar Basudhar"'
Publikováno v:
Soil and Sediment Contamination: An International Journal. 32:31-50
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811967269
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7e4dd8cd791a8e36d4242101f294956
https://doi.org/10.1007/978-981-19-6727-6_34
https://doi.org/10.1007/978-981-19-6727-6_34
Autor:
Vishwajeet Khan, Prabir Kumar Basudhar
Publikováno v:
International Journal of Geomechanics. 22
Publikováno v:
European Journal of Environmental and Civil Engineering. 25:2574-2591
The study was performed using finite element analysis to find interference effect of a footing, which is proposed to be constructed in close proximity of an existing footing resting on a semi-infin...
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811560859
The paper is mainly focused on the strain rate effect on shear strength of sands in direct shear test. Experimental investigations on two sands, one with rounded smooth grains (Ennore standard sand) and another with angular grains (Ganga sand), were
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8cf41e9599ecca79af17e803ed3d2941
https://doi.org/10.1007/978-981-15-6086-6_15
https://doi.org/10.1007/978-981-15-6086-6_15
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811560859
The paper pertains to the determination of elastic and strength parameters of dry consolidated cemented mine tailing deep down a mine stope. The equipment used is a low-cost manually operated pre-bored strain-controlled small-sized pressuremeter (CAV
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e3ccf7afca9c3301c1ae1b4d97fbef2c
https://doi.org/10.1007/978-981-15-6086-6_8
https://doi.org/10.1007/978-981-15-6086-6_8
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 42:199-206
The study pertains to finite element analysis of two interfering strip footings (symmetrical and asymmetrical with respect to footing size) resting on the surface of a nonlinearly elastic soil (dense/loose sand) medium obeying Duncan and Chang’s hy
Publikováno v:
Journal of hazardous materials. 351
The study aims to enhance the efficacy of surfactants using salt and multi-walled carbon nanotubes (MWCNT) for washing used engine oil (UEO) contaminated soil and compare the geotechnical properties of contaminated soil before and after washing (batc
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