Zobrazeno 1 - 10
of 105
pro vyhledávání: '"K Muraleetharan"'
Publikováno v:
Geosciences, Vol 14, Iss 9, p 227 (2024)
Shear wave velocity is an important parameter for estimating soil properties used in analyzing the dynamic response of soil to seismic loading. This paper focuses on developing a model for predicting shear wave velocity in unsaturated soils. The mode
Externí odkaz:
https://doaj.org/article/c2e56e79de5341c791e8059cca848d49
Publikováno v:
Geosciences, Vol 14, Iss 9, p 234 (2024)
Extreme variations in weather patterns have become increasingly common across the Southern Great Plains of the United States. The soil layer in the active zone above the groundwater table is often subjected to moisture variations due to seasonal weat
Externí odkaz:
https://doaj.org/article/23d8836e0fba4cdea01c36a9c70e33f3
Publikováno v:
International Journal of Disaster Risk Science, Vol 14, Iss 2, Pp 194-208 (2023)
Abstract Overhead electrical power distribution systems (PDS) are very susceptible to extreme wind hazards. Power outages can cause catastrophic consequences, including economic losses, loss of critical services, and disruption to daily life. Therefo
Externí odkaz:
https://doaj.org/article/7a53d309f51546f496ddc8ea4fcccc59
Autor:
Kanthasamy K. Muraleetharan, Amirata Taghavi, Tommy D. Bounds, Gerald A. Miller, Bo Zhang, Walter L. Peters, Royce W. Floyd
Publikováno v:
Journal of Performance of Constructed Facilities. 37
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e0ab0617762bdcbc05e50402ec77078
https://doi.org/10.1061/jpcfev.cfeng-4444
https://doi.org/10.1061/jpcfev.cfeng-4444
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 46:553-569
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48e7ac481a2dbb9c95ecb85ad0d048e2
https://doi.org/10.1002/nag.3311
https://doi.org/10.1002/nag.3311
Publikováno v:
Soils and Rocks, Volume: 44, Issue: 3, Article number: e2021065321, Published: 02 JUL 2021
Spread footings are often supported in the upper zone of the soil profile, which is frequently unsaturated. It is common in geotechnical practice to use in situ testing to assess soil properties throughout the zone of influence for footings. These te
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c70b7e0e1a79468374f005b0c53e04e6
https://doi.org/10.28927/sr.2021.065321
https://doi.org/10.28927/sr.2021.065321
Autor:
Kanthasamy K. Muraleetharan, Amirata Taghavi, Tommy D. Bounds, Gerald A. Miller, Bo Zhang, Walter L. Peters, Royce W. Floyd
Publikováno v:
Journal of Performance of Constructed Facilities. 36
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1abdf375ef57556156c8c5b59ccc32fa
https://doi.org/10.1061/(asce)cf.1943-5509.0001742
https://doi.org/10.1061/(asce)cf.1943-5509.0001742
Publikováno v:
Geo-Congress 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4bd0fbdd0e1009d53f623cb0253945de
https://doi.org/10.1061/9780784484067.015
https://doi.org/10.1061/9780784484067.015
Autor:
Guangyang Hou, Kanthasamy K. Muraleetharan, Vinushika Panchalogaranjan, Paul Moses, Amir Javid, Hussein Al-Dakheeli, Rifat Bulut, Richard Campos, P. Scott Harvey, Gerald Miller, Kirby Boldes, Maha Narayanan
Publikováno v:
Reliability Engineering & System Safety. 230:108964
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ede60e67bc1b05e8304acf08ff7202a3
https://doi.org/10.1016/j.ress.2022.108964
https://doi.org/10.1016/j.ress.2022.108964
Publikováno v:
E3S Web of Conferences. 382:03009
Earthquakes have caused significant damage to civil engineering structures worldwide due to inadequate lateral load capacity and excessive deformation of pile foundations supporting these structures. The seismic performance of pile foundations intera
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::20b3ccf7dd02129bbc3d1bc814ee97fa
https://doi.org/10.1051/e3sconf/202338203009
https://doi.org/10.1051/e3sconf/202338203009