Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Srikanth S. C. Madabhushi"'
Publikováno v:
Géotechnique. 72:941-956
Dual-row retaining walls can be utilised to form embankment structures for protection against tsunamis or as port structures. The dynamic response of these walls involves a complex interaction between the soil and structural elements which is not wel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5e9e5210ce60a5f7229a4f48b391b517
https://doi.org/10.1680/jgeot.19.p.189
https://doi.org/10.1680/jgeot.19.p.189
Publikováno v:
Canadian Geotechnical Journal. 58:1558-1570
Dual row retaining walls can form efficient port and embankment structures, or even be used as coastal defence against tsunamis. The system of parallel sheet pile walls can have a large lateral capacity within serviceability limit states due to the c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fcec7d20f6bdb2208d345f4c0d0b4659
https://doi.org/10.1139/cgj-2020-0538
https://doi.org/10.1139/cgj-2020-0538
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::02d29e31af397f6a1b51574025ea0a19
https://doi.org/10.1061/(asce)gt.1943-5606.0002912
https://doi.org/10.1061/(asce)gt.1943-5606.0002912
Autor:
Srikanth S. C. Madabhushi, Samuel B. Follett, Alejandro Martinez, Daniel W. Wilson, Benjamin Gallagher
Publikováno v:
Geo-Congress 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04b4d30b89a8fe1bb62ed8ed6953f4cd
https://doi.org/10.1061/9780784484050.051
https://doi.org/10.1061/9780784484050.051
Publikováno v:
Medical Devices (Auckland, N.Z.)
Ansha Bharath,1 Srikanth SC Madabhushi2 1Government Dental College and Research Institute, Bangalore, India; 2University of Colorado, Boulder, CO, USACorrespondence: Srikanth SC Madabhushi Tel +1-303-735-0262Email mscs@colorado.eduIntroduction: Infec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::df70a4c9b5932415c8df2299d76b141a
https://www.dovepress.com/an-absorbing-improvement-for-space-infection-decompression-a-novel-dra-peer-reviewed-fulltext-article-MDER
https://www.dovepress.com/an-absorbing-improvement-for-space-infection-decompression-a-novel-dra-peer-reviewed-fulltext-article-MDER
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 19:58-71
Following the destructive 2011 Tohoku earthquake and tsunami, dual-row retaining walls are being employed in Japan to protect coastal areas from these natural hazards. Dynamic centrifuge tests are conducted to investigate the system behaviour, in par
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::678c987c3afc4b8425d92542e5372167
https://doi.org/10.1680/jphmg.17.00053
https://doi.org/10.1680/jphmg.17.00053
Autor:
Ross W. Boulanger, Srikanth S. C. Madabhushi, Ken Ladwig, Daniel W. Wilson, Kyle O. Hara, Alejandro Martínez, Bruce L. Kutter
Publikováno v:
Geo-Congress 2020.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::76b13464ad8d80bcf1345f28f8e6beea
https://doi.org/10.1061/9780784482797.003
https://doi.org/10.1061/9780784482797.003
Publikováno v:
Soil Dynamics and Earthquake Engineering. 113:671-681
As part of the LEAP-GWU-2015 exercise, a dynamic centrifuge test was conducted at the University of Cambridge on a 5° slope of medium dense Ottawa F-65 sand. The model preparation and saturation details are presented in this paper. This paper presen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95240b585442e67779702fb557d9a4ef
https://doi.org/10.1016/j.soildyn.2016.11.009
https://doi.org/10.1016/j.soildyn.2016.11.009
Autor:
Tetsuo Tobita, Takayuki Ashino, Takuma Hashimoto, Chung Jung Lee, Jianfei Ren, Trevor J. Carey, Zheng Bo Sun, Mourad Zeghal, Wen Yi Hung, Tarek Abdoun, Gopal Madabhushi, Majid T. Manzari, Stuart K. Haigh, Yan Guo Zhou, Susumu Iai, Bruce L. Kutter, Panagiota Kokkali, Srikanth S. C. Madabhushi, Hao Chien Cheng, Yun Min Chen, Francesca Burali d'Arezzo
Publikováno v:
Soil Dynamics and Earthquake Engineering. 113:616-628
LEAP (Liquefaction Experiments and Analysis Projects) is an effort to formalize the process and provide data needed for validation of numerical models designed to predict liquefaction phenomena. For LEAP-GWU-2015, one project within LEAP, an experime
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::105074c1aae19d3422f91893d854c307
https://doi.org/10.1016/j.soildyn.2017.05.018
https://doi.org/10.1016/j.soildyn.2017.05.018
Autor:
Mourad Zeghal, Mitsu Okamura, Nicholas Stone, Srikanth S. C. Madabhushi, Kyohei Ueda, Trevor J. Carey, Yan-Guo Zhou, Majid T. Manzari, Tetsuo Tobita, Asri Nurani Sjafruddin, Evangelia Korre, Dong-Soo Kim, Bao Li Zheng, Ruben R. Vargas, Nam-Ryong Kim, Jeong-Gon Ha, Bruce L. Kutter, Kai Liu, Seong-Nam Kim, Wen Yi Hung, Tarek Abdoun, Gopal Madabhushi, Andreas G. Gavras, Sandra Escoffier, Stuart K. Haigh, Ting-Wei Liao
Publikováno v:
Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading ISBN: 9783030228170
This paper compares experimental results from every facility for LEAP-UCD-2017. The specified experiment consisted of a submerged medium-dense clean sand with a 5-degree slope subjected to 1 Hz ramped sine wave base motion in a rigid container. The g
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0af305c8997d64b217a2b5b9d6be054f
https://doi.org/10.1007/978-3-030-22818-7_4
https://doi.org/10.1007/978-3-030-22818-7_4
