Zobrazeno 1 - 10
of 21
pro vyhledávání: '"K. S. Subba Rao"'
Autor:
K. S. Subba Rao, Deepankar Choudhury
Publikováno v:
Journal of Earthquake and Tsunami. :311-328
Generalized solutions for uplift capacity of inclined shallow strip anchors embedded in general c–ϕ soils with inclined slope carrying a uniform surcharge is developed in this paper for seismic condition. The individual effects of unit weight, sur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b350787698e2bcce4b052c8059a9bcb7
https://doi.org/10.1142/s1793431107000171
https://doi.org/10.1142/s1793431107000171
Autor:
K. S. Subba Rao, Deepankar Choudhury
Publikováno v:
International Journal of Geomechanics. 6:176-184
The seismic bearing capacity factors for shallow strip footings embedded in sloping ground with general c-ϕ soil are found out by using the limit equilibrium method. The seismic forces are considered as pseudostatic forces acting both on the footing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::693a913316f8dc0b664ab6e9010a80c6
https://doi.org/10.1061/(asce)1532-3641(2006)6:3(176)
https://doi.org/10.1061/(asce)1532-3641(2006)6:3(176)
Publikováno v:
Canadian Geotechnical Journal. 39:938-959
This paper addresses the behaviour of compacted expansive soils under swellshrink cycles. Laboratory cyclic swellshrink tests were conducted on compacted specimens of two expansive soils at surcharge pressures of 6.25, 50.00, and 100.00 kPa. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f930689723f292ddd3b28c8c386db2c0
https://doi.org/10.1139/t02-022
https://doi.org/10.1139/t02-022
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 143:75-81
Herein are reported the results of an investigation on the effective angle of interfacial friction between fine-grained soils and solid surfaces as influenced by the roughness of the material surface, the soil type and the overconsolidation ratio. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c2816c52b08a35824f1be8a229ca3292
https://doi.org/10.1680/geng.2000.143.2.75
https://doi.org/10.1680/geng.2000.143.2.75
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 131:75-82
It has been established that the friction angle delta between sand and solid surfaces is influenced by the mode of shear resulting from differences in preparation of the interface, The solid material can be placed over the prepared sand bed (type A m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1383d0c25ee04e307f7ee798fb1a00af
https://doi.org/10.1680/igeng.1998.30112
https://doi.org/10.1680/igeng.1998.30112
Autor:
Jyant Kumar, K. S. Subba Rao
Publikováno v:
Géotechnique. 47:185-192
Using a combination of a logarithmic spiral and a straight line as a failure surface, comprehensive charts have been developed to determine the passive earth pressure coefficients and the positions of the critical failure surface for positive as well
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5afa5db8807edd441b2ef1c661c1202a
https://doi.org/10.1680/geot.1997.47.1.185
https://doi.org/10.1680/geot.1997.47.1.185
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 119:123-128
Estimates of interfacial friction angle (delta) are necessary for the design of retaining structures and deep foundations, Recommendations in the literature regarding delta values are often contradictory and are therefore not easy to apply in geotech
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0b1cab8c36bfed03d8966e2014be6eeb
https://doi.org/10.1680/igeng.1996.28171
https://doi.org/10.1680/igeng.1996.28171
Publikováno v:
Proceedings of the Institution of Civil Engineers. 91:477-494
The Winkler spring model is the most convenient representation of soil support in the domain of linear elasticity for framed structure-soil interaction analyses. The closeness of the analytical results obtained using this model with those correspondi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c194bd022aba638235f764d768bd328
https://doi.org/10.1680/iicep.1991.15626
https://doi.org/10.1680/iicep.1991.15626
Autor:
Deepankar Choudhury, K. S. Subba Rao
Publikováno v:
IndraStra Global.
Seismic passive earth pressure coefficients were computed by the method of limit equilibrium using a pseudostatic approach for seismic forces. Composite curved rupture surfaces were considered in the analysis. While earlier studies using this type of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3acec7541af206ddc203341119ecb8ff
Autor:
K. S. Subba Rao, Deepankar Choudhury
Publikováno v:
IndraStra Global.
Uplift capacities of inclined strip anchors in soil with a horizontal ground surface are obtained under seismic conditions. Limit equilibrium approaches with a logarithm-spiral failure surface and pseudostatic seismic forces are adopted in the analys
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0c076276deb65491cbaefec1f99246ed
https://igi.indrastra.com/items/show/53781
https://igi.indrastra.com/items/show/53781