Zobrazeno 1 - 10
of 32
pro vyhledávání: '"Dilip Kumar Baidya"'
Publikováno v:
Frontiers of Structural and Civil Engineering. 15:478-489
The aim of this study is to investigate the applicability of reliability theory on surface square/rectangular footing against bearing capacity failure using fuzzy set theory in conjunction with the finite element method. Soil is modeled as a three-di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::601122beef3bbdab0cdf15bb1e01f7ce
https://doi.org/10.1007/s11709-021-0698-8
https://doi.org/10.1007/s11709-021-0698-8
Autor:
Rajarshi Pramanik, Dilip Kumar Baidya
Publikováno v:
Innovative Infrastructure Solutions. 7
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04d5d570ec4b73108d80baa2cdf7646e
https://doi.org/10.1007/s41062-022-00819-7
https://doi.org/10.1007/s41062-022-00819-7
Publikováno v:
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering. 8
The present study investigates the effect of spatial variability of soil parameters on the probability of failure of strip footings against bearing pressure resting on a homogeneous and two...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d575ee4b7122dc580a4a7ceb2ecba24d
https://doi.org/10.1061/ajrua6.0001201
https://doi.org/10.1061/ajrua6.0001201
Reliability analysis for bearing capacity of surface strip footing using fuzzy finite element method
Publikováno v:
Geomechanics and Geoengineering. 15:29-41
This paper presents the reliability analysis on the basis of the foundation failure against bearing capacity using the concept of fuzzy set theory. A surface strip footing is considered for...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c84592f9fd48529cb273958e5f3fd4ae
https://doi.org/10.1080/17486025.2019.1601268
https://doi.org/10.1080/17486025.2019.1601268
Autor:
Dilip Kumar Baidya, Archana Mallick
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789813365636
Large quantities of coal ashes are being generated by thermal power plants (coal-fired) all over the world. The coal ashes are proving to be potentially hazardous materials causing environmental pollution. Bulk utilization of fly ash requires a relat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1bbe59aab20bd3aa620bd84ef9c818a9
https://doi.org/10.1007/978-981-33-6564-3_62
https://doi.org/10.1007/978-981-33-6564-3_62
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811560859
This paper aims to investigate the bearing capacity factors (Nc, Nq, and Nγ) of a strip footing, resting on the surface of a cohesion–frictional soil medium, using the displacement-based finite element method. The analysis is carried out by consid
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb2acc2cc9f40a2dea98fa06bca95a11
https://doi.org/10.1007/978-981-15-6086-6_71
https://doi.org/10.1007/978-981-15-6086-6_71
Autor:
Amar Sankar Pal, Dilip Kumar Baidya
Publikováno v:
Indian Geotechnical Journal. 49:50-57
Dynamic analysis of single pile embedded in two-layered soil has been performed to study the influence of layering on the frequency dependent displacement response and active length under coupled horizontal and rocking vibration. Cone model has been
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be3bc7552ed328bfec9006f8931ff276
https://doi.org/10.1007/s40098-017-0292-0
https://doi.org/10.1007/s40098-017-0292-0
Autor:
Dilip Kumar Baidya, Anasua Guha Ray
Publikováno v:
Indian Geotechnical Journal. 48:575-584
Pseudo-dynamic method of analysis, considering the effect of earthquake loading, shear and primary waves, results in more realistic values of earth pressures than the commonly used pseudo-static method. To account for the uncertainties of geotechnica
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2c3c8d59337275d9f03c23eb37a3d0a4
https://doi.org/10.1007/s40098-017-0271-5
https://doi.org/10.1007/s40098-017-0271-5
Publikováno v:
Soil Dynamics and Earthquake Engineering. 94:109-115
In this study, an attempt is made to investigate the complex nonlinear behaviour of a reinforced concrete full-scale single pile of 22.0 m length and 0.45 m diameter subjected to machine induced coupled i.e. horizontal and rocking vibrations. The for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::57187d8d0b3418a9a8599f9eea96fb61
https://doi.org/10.1016/j.soildyn.2017.01.012
https://doi.org/10.1016/j.soildyn.2017.01.012
Publikováno v:
International Journal of Geomechanics. 19
This paper deals with the reliability analysis for the elastic settlement of the surface strip footing resting on cohesionless soil using the concept of fuzzy set theory in conjunction with...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3372a5e15eb9be02953c43f24ff53edc
https://doi.org/10.1061/(asce)gm.1943-5622.0001514
https://doi.org/10.1061/(asce)gm.1943-5622.0001514