Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Won Beom Cho"'
Publikováno v:
Journal of the Korean Geosynthetic Society. 14:1-9
According to national regulations and its commentary, such as Rivers Design Criteria & Commentary (KWRA, 2009), Foundation Structure Guideline and its Commentary(MLTM, 2014 and KGS, 2009), the integrity evaluation of river levee includes slope stabil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a94dc2afcf719f6d987db844f142d57b
https://doi.org/10.12814/jkgss.2015.14.4.001
https://doi.org/10.12814/jkgss.2015.14.4.001
Publikováno v:
Journal of the Korean Geosynthetic Society. 14:11-21
According to the damage investigation in 2002, the failures of river levee were caused by overflow, erosion, and unstable body conditions due to piping, inappropriate embanking materials, and poor compaction. Especially, overflow was identified as a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91c88a8dd9f1e1015bce19c1f43c2565
https://doi.org/10.12814/jkgss.2015.14.2.011
https://doi.org/10.12814/jkgss.2015.14.2.011
Publikováno v:
Journal of the Korean Geosynthetic Society. 13:1-10
Several types of methods such as resistivity survey, ground penetration radar, etc are used for detection of levee leakage and according to the river design guidelines detection of levee leakage is performed by measuring the hydraulic conductivity of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de5e7d8c6a2184f62f7eb753255a7793
https://doi.org/10.12814/jkgss.2014.13.3.001
https://doi.org/10.12814/jkgss.2014.13.3.001
Publikováno v:
Journal of the Korean Geotechnical Society. 30:81-92
The integrity evaluation of river levee includes slope stability evaluation of riverside land and protected low-land, and safety of piping with respect to critical gradient and critical velocity based on related regulations, such as Design Criteria R
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc80035fb04d98089d60914eab7b2e29
https://doi.org/10.7843/kgs.2014.30.4.81
https://doi.org/10.7843/kgs.2014.30.4.81
Autor:
Bong-Hyuck Choi, Seong-Kyeong Hong, Sek-Young Jeong, Jin-Man Kim, Jinwoo Cho, Won-Beom Cho, Joon-Ho Kim
Publikováno v:
Journal of the Korean Institute of Gas. 17:51-57
Recently, improvement of materials and technologies for the manufacturing of gas pipe has it possible to reduce the buried depth. Compared to the criteria from advanced countries, Korea has conservative criteria for the buried depth of pipeline(about
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d0fbbd5951a0944cb5977070dffb8240
https://doi.org/10.7842/kigas.2013.17.5.51
https://doi.org/10.7842/kigas.2013.17.5.51
Publikováno v:
Journal of the korean geosynthetic society. 12:55-64
In this study, a series of the isotropic compression-expansion tests and the Undrained triaxial tests were performed on low-plastic silt of Pocheon stone sludge. Using the tests results the characteristic of the parameters of Lade's single hardening
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b91152421eafec304f79b119ac766741
https://doi.org/10.12814/jkgss.2013.12.3.055
https://doi.org/10.12814/jkgss.2013.12.3.055
Publikováno v:
Journal of The Korean Society of Civil Engineers. 33:1479-1487
The river levee collapse and flood damages are dramatically increased due to the floods which caused by abnormal weather nowada ys. The counterplan like TDR(Time Domain Reflectometry) river levee leaking exploration technique is needed to that levee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b5ebbfc7001ae2fdcf1efd201999820c
https://doi.org/10.12652/ksce.2013.33.4.1479
https://doi.org/10.12652/ksce.2013.33.4.1479
Publikováno v:
Journal of the Korea institute for structural maintenance and inspection. 17:97-107
Culverts are structures constructed across river levees. Since river levees are to be constructed continuously, constructions of culvert are known to reduce the stability of river levees. In order to establish an effective inspection system of culver
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc13a936bee9fc438b4b162f8cbfae2f
https://doi.org/10.11112/jksmi.2013.17.3.097
https://doi.org/10.11112/jksmi.2013.17.3.097
Publikováno v:
Journal of the korean geosynthetic society. 11:1-9
In order to review the utility of Lade`s single hardening constitutive model, a series of isotropic compression-expansion tests and consolidated drained triaxial tests including as CTC, TC, RTC, and OSP were performed by Baekma river sand with variou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4fd46bcd0436c2027e38065bc3b40ace
https://doi.org/10.12814/jkgss.2012.11.2.001
https://doi.org/10.12814/jkgss.2012.11.2.001
Autor:
Won-Beom Cho, Jong-Cheon Lee
Publikováno v:
Journal of Korean navigation and port research. 36:395-400
The stress-strain relationship of soil is dependent on a number of factors such as soil type, density, stress level and stress path. Th accurate stress-stain relationship can be predict using a constitutive model incorporated all influencing factors.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::befe4417e506cc3828fd8267e2711c10
https://doi.org/10.5394/kinpr.2012.36.5.395
https://doi.org/10.5394/kinpr.2012.36.5.395