Zobrazeno 1 - 10
of 48
pro vyhledávání: '"Baleshwar Singh"'
Autor:
Banchiva K. Marak, Baleshwar Singh
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811963582
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::143bf6f35591a0c57a53a12722f60eb1
https://doi.org/10.1007/978-981-19-6359-9_7
https://doi.org/10.1007/978-981-19-6359-9_7
Autor:
Rajib Modak, Baleshwar Singh
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811963582
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::22be2e95d2cf71b88668ae665b012145
https://doi.org/10.1007/978-981-19-6359-9_5
https://doi.org/10.1007/978-981-19-6359-9_5
Autor:
Tariq Aftab, R. K. Sharma, Sherry Rachel Jacob, T. V. Prasad, RK Tyagi, Mamta Yadav, Y. P. S. Solanki, Narendra Pal, Dhiraj Singh, Sunil Archak, Rajeev Gambhir, Kalyani Srinivasan, Amit Kumar Singh, Naresh Kumar, Radhamani Jalli, B. S. Phogat, T.P. Singh, S. K. Yadav, Mahesh C. Yadav, Y. S. Rathi, Sundeep Kumar, Uma Joshi, Priyanka Mishra, M. Dutta, Geeta Kumari, Baleshwar Singh, Moreshwar Karale, Kailash C. Bansal, Pankaj Sharma, Sandeep Kumar, I.S. Bisht, K. C. Bhatt, Avinash C. Pandey, Jai Chand Rana, K. K. Gangopadhyay, Jyoti Kumari
Publikováno v:
Crop Science. 61:604-620
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1bfca28063073bb19d16ae16eeb81c77
https://doi.org/10.1002/csc2.20285
https://doi.org/10.1002/csc2.20285
Publikováno v:
Geotechnical and Geological Engineering. 38:5229-5244
In the rigorous analysis using FEM, the load sharing of the piles between the shaft and base resistance increased with increase in limited number of piles i.e. limited to decrease in pile spacing. The load sharing depends upon their location and spac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b948ad1413d526e095959d3ca706f043
https://doi.org/10.1007/s10706-020-01359-6
https://doi.org/10.1007/s10706-020-01359-6
Autor:
Shivanand Mali, Baleshwar Singh
Publikováno v:
Studia Geotechnica et Mechanica, Vol 42, Iss 1, Pp 1-17 (2020)
In a piled-raft foundation, the interaction between structural elements and soil continuum can be simulated very precisely by numerical modeling. In the present study, 3D finite element model has been used to examine the settlement, load-sharing, ben
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1c9e6f9181c4f25d1b69d0b6dccfaeed
https://doaj.org/article/696f558ead36490dadf3a4267f6cbd89
https://doaj.org/article/696f558ead36490dadf3a4267f6cbd89
Autor:
Jameel Akhtar, Baleshwar Singh, Raj Kiran, Pardeep Kumar, Meena Shekhar, null Sadhana, Sushil Pandey, Smita Lenka, SC Dubey
Publikováno v:
Indian Journal of Plant Genetic Resources. 33:334-346
Studies on infection indexing and distribution profiling of seed-borne fungi of sorghum germplasm in india for safe and healthy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5772611c974cb4e7262ea65ecdfeac8
https://doi.org/10.5958/0976-1926.2020.00047.9
https://doi.org/10.5958/0976-1926.2020.00047.9
Autor:
Suchit Kumar Patel, Baleshwar Singh
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811664557
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d0751ddf1af2ee0999b5a3901e92944a
https://doi.org/10.1007/978-981-16-6456-4_16
https://doi.org/10.1007/978-981-16-6456-4_16
Autor:
Pranjal Barman, Baleshwar Singh
Publikováno v:
Environmental Processes. 7:653-672
The effectiveness of the inclusion of tyre buffings, which is a scrap tyre derived material, on the strength characteristics of sand-fly ash mixtures has been investigated. At first, untreated sand, sand-fly ash, and sand-fly ash-tyre buffing specime
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::61ff34e1c1035b0c8ee6c861fc8ac4a6
https://doi.org/10.1007/s40710-019-00412-8
https://doi.org/10.1007/s40710-019-00412-8
Autor:
Shivanand Mali, Baleshwar Singh
Publikováno v:
Arabian Journal of Geosciences. 14
In the present study, a small piled raft foundation has been simulated numerically through PLAXIS 3-D software. The objective of this study was to investigate the effect of governing parameters such as pile length, pile spacing, pile diameter, and nu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce13016b0c5a4d533b8044441b583853
https://doi.org/10.1007/s12517-021-08609-8
https://doi.org/10.1007/s12517-021-08609-8
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811633829
In the conventional design of a piled raft foundation, piles of uniform lengths are provided underneath the raft. However, it has been observed that in such cases, the peripheral piles either carry more loads as compared to central pile for a rigid r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::77512ae4b816bb1b77a3f665fcc52096
https://doi.org/10.1007/978-981-16-3383-6_49
https://doi.org/10.1007/978-981-16-3383-6_49