Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Balaji Paramasivam"'
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 146
The effectiveness of a new liquefaction mitigation strategy is investigated experimentally for newly constructed shallow-founded structures: an in-ground gravel–rubber (GR) panel wall syste...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b4300eaf27886854594f8f830d6ea70
https://doi.org/10.1061/(asce)gt.1943-5606.0002310
https://doi.org/10.1061/(asce)gt.1943-5606.0002310
Publikováno v:
Soil Dynamics and Earthquake Engineering. 110:212-231
Ground densification is among the most popular techniques for liquefaction mitigation employed in practice. Yet, the effects of densification, especially in combination with strategies that enhance or inhibit drainage to or from the densified area, o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3cb00d4e39e66ca183eb666ac64e3708
https://doi.org/10.1016/j.soildyn.2018.03.018
https://doi.org/10.1016/j.soildyn.2018.03.018
Autor:
Balaji Paramasivam, Subhadeep Banerjee
Publikováno v:
Geotechnical and Geological Engineering. 35:1783-1791
Post-cyclic undrained shear strength is primarily controlled by the cyclic loading parameters and loading conditions. In the present paper, series of undrained constant strain cyclic triaxial test followed by strain-controlled monotonic shearing was
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7123b2e205e6b901203bc1e4178b31d0
https://doi.org/10.1007/s10706-017-0208-x
https://doi.org/10.1007/s10706-017-0208-x
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 145
Sand deposits are often stratified with thin layers of low-permeability silt. Previous studies have shown that the presence of sharp variations in permeability could slow down the dissipati...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1313d04b81e6bac5c69087471a73f054
https://doi.org/10.1061/(asce)gt.1943-5606.0002054
https://doi.org/10.1061/(asce)gt.1943-5606.0002054
Publikováno v:
Geo-Congress 2019.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f999d48d7d48beb6504ac2382de4bae
https://doi.org/10.1061/9780784482100.008
https://doi.org/10.1061/9780784482100.008
Publikováno v:
Geo-Congress 2019.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b5400bb0ce16522da718b74afa895cd2
https://doi.org/10.1061/9780784482100.023
https://doi.org/10.1061/9780784482100.023
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 144
Prefabricated vertical drains (PVDs) are commonly used to mitigate the liquefaction hazard and its consequences. However, the influence of enhanced drainage on the response and performance ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fb0081dd52eedd4a959deab7754683f6
https://doi.org/10.1061/(asce)gt.1943-5606.0001950
https://doi.org/10.1061/(asce)gt.1943-5606.0001950
Publikováno v:
Physical Modelling in Geotechnics ISBN: 9780429438646
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e0412380300595d779ecc6f33cd876da
https://doi.org/10.1201/9780429438646-37
https://doi.org/10.1201/9780429438646-37
Publikováno v:
Soil Dynamics and Earthquake Engineering. 125:105715
This paper presents results of a series of three dynamic centrifuge experiments to evaluate how granular columns affect the seismic performance of level and gently sloped sites that include a non-uniform liquefiable deposit and an overlying, 3-story
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa5703d71e6df6964bbd794fc2405bfb
https://doi.org/10.1016/j.soildyn.2019.105715
https://doi.org/10.1016/j.soildyn.2019.105715
Significant progress has been made in recent years toward a better understanding of the liquefaction phenomena. Yet, the combined effects of excess pore pressure generation, permanent soil deformation, and ground shaking, with and without mitigation,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::55027aa35a3a3add1a5dd6ef25e73611
https://infoscience.epfl.ch/record/230789
https://infoscience.epfl.ch/record/230789