Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Jaeyeon Cho"'
Publikováno v:
Engineering Structures. 143:204-218
An interactive design method that takes into account the coupling between the stiffness of the superstructure, the piled raft and the soil has been proposed for analyzing the response of building structure. Special attention is given to consideration
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::046755db4ce53e527da307d36eb7a12a
https://doi.org/10.1016/j.engstruct.2017.04.026
https://doi.org/10.1016/j.engstruct.2017.04.026
Publikováno v:
Journal of the Korean Society of Radiology, Vol 84, Iss 3, Pp 606-614 (2023)
Purpose This study aimed to evaluate the efficacy and safety of transcatheter arterial embolization (TAE) for bleeding due to uterine body cancer. Materials and Methods In this retrospective study, six patients with varying types of uterine body c
Externí odkaz:
https://doaj.org/article/1cc5c40fc3864d9d875e59d9dce7f4e5
Publikováno v:
Tunnelling and Underground Space Technology. 48:11-19
The lateral earth pressure on a vertical circular shaft is investigated using both experiments and numerical analyses. The study focused on quantifying the magnitude and distribution of the lateral earth pressure, which was measured by considering th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::284d87717ea5c640e0c841c00201faea
https://doi.org/10.1016/j.tust.2015.01.002
https://doi.org/10.1016/j.tust.2015.01.002
Autor:
Sangseom Jeong, Jaeyeon Cho
Publikováno v:
Computers and Geotechnics. 59:112-126
The load distribution and deformation of piled raft foundations subjected to axial and lateral loads were investigated by a numerical analysis and field case studies. Special attention is given to the improved analytical method (YSPR) proposed by con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a34f9c15b1ee09a168bde4d6a53d05d
https://doi.org/10.1016/j.compgeo.2014.02.009
https://doi.org/10.1016/j.compgeo.2014.02.009
Publikováno v:
Tunnelling and Underground Space Technology. 37:10-21
The lateral earth pressure of vertical circular shaft is investigated by using experimental tests and a theoretical analysis. The emphasis was quantifying on the magnitude and distribution of a lateral earth pressure measured by three-dimensional arc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9efe112f13d5da4881274232f62acf00
https://doi.org/10.1016/j.tust.2013.03.001
https://doi.org/10.1016/j.tust.2013.03.001
Publikováno v:
Journal of the Korean Geotechnical Society. 29:19-31
In engineering practices, the superstructure was analyzed under a fixed boundary condition and the foundation was designed by considering the loading condition of superstructure. It may result in overestimation of forces, the bending moment, settleme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::75d858741c8be345884949af3b21da8d
https://doi.org/10.7843/kgs.2013.29.6.19
https://doi.org/10.7843/kgs.2013.29.6.19
Publikováno v:
International Journal of Pavement Engineering. 14:343-353
A fundamental study of a dynamic modulus for asphalt pavements was conducted using experimental tests and numerical simulations. The emphasis was on the loading frequency–vehicle speed relationships directly caused by the test results of vertical c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c2b1b466923750f80bc17cd1241dc262
https://doi.org/10.1080/10298436.2012.664274
https://doi.org/10.1080/10298436.2012.664274
Publikováno v:
Ocean Engineering. 53:153-163
The settlement behavior of a square piled raft in clay soil was investigated using numerical analysis. The emphasis was on quantifying the reduction of the average and differential settlements in soft and stiff clay soils. To obtain the detailed info
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42d39b7770edbdba3336f0476547458e
https://doi.org/10.1016/j.oceaneng.2012.06.003
https://doi.org/10.1016/j.oceaneng.2012.06.003
Autor:
Jaeyeon Cho, Sangseom Jeong
Publikováno v:
Journal of the Korean Geotechnical Society. 28:67-78
A three-dimensional approximate computer-based method, YSPR (Yonsei Piled Raft), was developed for analysis of behavior of piled raft foundations. The raft was modeled as a flat shell element having 6 degrees of freedom at each node and the pile was
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::37560099a985ac812987322c4ee1b150
https://doi.org/10.7843/kgs.2012.28.4.67
https://doi.org/10.7843/kgs.2012.28.4.67
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 47:983-995
The load distribution and deformation of rock-socketted drilled shafts subjected to axial loads were evaluated via a load-transfer approach to quantify the point bearing load transfer characteristics of rock-socketted drilled shafts based on Hoek-cel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb57e1bf414a3fde29bfd237bbc4b4bf
https://doi.org/10.1016/j.ijrmms.2010.05.002
https://doi.org/10.1016/j.ijrmms.2010.05.002