Zobrazeno 1 - 10
of 67
pro vyhledávání: '"Myoung-Soo Won"'
Publikováno v:
Applied Sciences, Vol 11, Iss 23, p 11226 (2021)
The geosynthetic reinforced soil (GRS) bridge abutment with a staged-construction full height rigid (FHR) facing and an integral bridge (IB) system was developed in Japan in the 2000s. This technology offers several advantages, especially concerning
Externí odkaz:
https://doaj.org/article/372b510c9d9e43a6b6dcbf90e53369ec
Publikováno v:
Applied Sciences, Vol 11, Iss 17, p 8144 (2021)
Geosynthetic-reinforced soil (GRS) technology has been used worldwide since the 1970s. An extension to its development is the application as a bridge abutment, which was initially developed by the Federal Highway Administration (FHWA) in the United S
Externí odkaz:
https://doaj.org/article/30ffb38d9fa44ee09bc7fd614043791a
Publikováno v:
Applied Sciences, Vol 10, Iss 7, p 2315 (2020)
The Saemangeum seawall, located on the western coast of Korea, is 33.8 km long and is known as the longest embankment in the world. The Saemangeum project is underway for road, railway, and port constructions for internal development. In the Saemange
Externí odkaz:
https://doaj.org/article/07aeeebdaebd477895e090334461f4c6
Autor:
Myoung-Soo Won, Christine P. Langcuyan, Jin-Hwan Lim, Seung-Boem Nam, Tae-Gew Ham, Man-Bok Ha
Publikováno v:
Civil Engineering and Architecture. 10:2187-2203
Publikováno v:
Open Geosciences, Vol 13, Iss 1, Pp 932-943 (2021)
The amount of the lateral displacements on the mechanically stabilized earth (MSE) wall depends on the reinforcement extensibility and length, reinforcement-to-facing connection, and the wall facing, among others. In this study, the deformation behav
Autor:
Myoung-Soo Won, Christine P. Langcuyan
Publikováno v:
Open Geosciences, Vol 12, Iss 1, Pp 1704-1724 (2020)
Soil is weak in tension but strong in compression. The resistance to tensile deformation of soil is given by the tensile force of the reinforcement in the reinforced soil, and the tensile force of the reinforcement is generated by the frictional forc
Publikováno v:
Journal of the Korean Wood Science and Technology. 48:917-935
Autor:
Christine P. Langcuyan, Myoung-Soo Won
Publikováno v:
Applied Sciences, Vol 11, Iss 11226, p 11226 (2021)
Applied Sciences; Volume 11; Issue 23; Pages: 11226
Applied Sciences; Volume 11; Issue 23; Pages: 11226
The geosynthetic reinforced soil (GRS) bridge abutment with a staged-construction full height rigid (FHR) facing and an integral bridge (IB) system was developed in Japan in the 2000s. This technology offers several advantages, especially concerning
Autor:
Christine P. Langcuyan, Myoung-Soo Won
Publikováno v:
Applied Sciences, Vol 11, Iss 8144, p 8144 (2021)
Applied Sciences
Volume 11
Issue 17
Applied Sciences
Volume 11
Issue 17
Geosynthetic-reinforced soil (GRS) technology has been used worldwide since the 1970s. An extension to its development is the application as a bridge abutment, which was initially developed by the Federal Highway Administration (FHWA) in the United S
Publikováno v:
Journal of the Korean Data And Information Science Society. 30:1121-1133