Zobrazeno 1 - 10
of 63
pro vyhledávání: '"G. R. Dodagoudar"'
Publikováno v:
International Journal of Geotechnical Engineering; Feb2024, Vol. 18 Issue 2, p133-149, 17p
Autor:
Kaushik Jas, G. R. Dodagoudar
Publikováno v:
International Journal of Geomechanics. 23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42952660bafca36c82609872b636fd42
https://doi.org/10.1061/ijgnai.gmeng-7788
https://doi.org/10.1061/ijgnai.gmeng-7788
Autor:
K. Menaka, G. R. Dodagoudar
Publikováno v:
International Journal of Geotechnical Earthquake Engineering. 13:1-22
Fuzzy-Probabilistic Seismic Hazard Analysis (FPSHA) is performed for Chennai city, south India incorporating both the random and fuzzy uncertainties. Randomness is handled using Monte-Carlo simulation technique, and fuzziness is accounted in the haza
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::726af648827d88c3858b196aea988ccb
https://doi.org/10.4018/ijgee.302005
https://doi.org/10.4018/ijgee.302005
Autor:
G. R. Dodagoudar, Jitesh T. Chavda
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 22:70-87
The resistance offered by the soil to the cutting edge of a caisson and soil flow around the cutting edge will vary continuously during sinking. In this study, a series of 1g model tests have been carried out to investigate the load–penetration res
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a8bdebc80f0dd2df1b65b101f07ed157
https://doi.org/10.1680/jphmg.20.00050
https://doi.org/10.1680/jphmg.20.00050
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811972447
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a371fa9e8a9aecba96b4668df4d6fba9
https://doi.org/10.1007/978-981-19-7245-4_39
https://doi.org/10.1007/978-981-19-7245-4_39
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 20:281-294
Open caissons are sunk into the ground by their own weight. A cutting edge of the caisson having a tapered inner face on loading – that is, raising of the steining – results in bearing failure by displacing the soil which is in contact with the c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19dd1f4caf35f5bd896900f847290860
https://doi.org/10.1680/jphmg.18.00052
https://doi.org/10.1680/jphmg.18.00052
Publikováno v:
Geomechanics and Geoengineering. 17:92-105
Modelling the spatial variability of soil properties is very much essential in establishing the engineering parameters for the design and construction of geotechnical structures and facilities. The...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c0da548182366ac7478ce227fc719870
https://doi.org/10.1080/17486025.2019.1707884
https://doi.org/10.1080/17486025.2019.1707884
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811656002
Deep excavations and its impact on neighboring buildings is one of the most important issues when planning to construct new facility. In metropolitan city, it’s a challenging task for the execution of underground construction due to limited space a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::313b63b33d31a3bd4ca5c843a7df017b
https://doi.org/10.1007/978-981-16-5601-9_25
https://doi.org/10.1007/978-981-16-5601-9_25
Publikováno v:
Dams and Reservoirs. 29:87-96
This paper presents the strain profiles obtained along the height of the seepage barriers of the earth dam. The seepage barriers are employed in the permeable dam section in order to obstruct the seepage of water from upstream to downstream and there
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::088dfe59cd821dc6d77af958deb6f7ac
https://doi.org/10.1680/jdare.18.00027
https://doi.org/10.1680/jdare.18.00027
Autor:
G. R. Dodagoudar, Jitesh T. Chavda
Publikováno v:
International Journal of Geotechnical Engineering. 15:1207-1219
Ring footing is defined by a radius ratio (ri/ro) which is the ratio of the inner radius (ri) to outer radius (ro) of the ring footing. The behaviour of ring footings (ri/ro = 0 to 1) lies in-betwe...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d05e695d8c59b2de1caade599450974c
https://doi.org/10.1080/19386362.2019.1648737
https://doi.org/10.1080/19386362.2019.1648737