Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Chein Lee Wang"'
Publikováno v:
Terrestrial, Atmospheric & Oceanic Sciences. Jun2017, Vol. 28 Issue 3, p209-216. 8p.
Publikováno v:
Groundwater. 55:747-756
The hydraulic properties of aquitards are not easily obtained because monitoring wells are usually installed in aquifers for groundwater resources management. Earthquake-induced crust stress (strain) triggers groundwater level variations over a short
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f5e755e57e940bd848269872e8905dc
https://doi.org/10.1111/gwat.12519
https://doi.org/10.1111/gwat.12519
Publikováno v:
Terrestrial, Atmospheric and Oceanic Sciences, Vol 28, Iss 3, p 209 (2017)
An experiment on API G-level (American Petroleum Institute) cement is conducted after curing under a supercritical carbon dioxide environment. Cement paste is prepared first to generate a uniaxial compressive specimen, after which the specimen is exp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::98b02126ae783072e341930dbdf4a76c
https://doi.org/10.3319/tao.2015.08.20.02(gsc)
https://doi.org/10.3319/tao.2015.08.20.02(gsc)
Publikováno v:
Journal of Asian Earth Sciences. 111:373-383
Groundwater level variations associated with earthquake events may reveal useful information. This study estimates the extent of stress influence, defined as the distance over which an earthquake can induce a step change of the groundwater level, usi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b3a60ae55e587565c1edc2c994d6c49
https://doi.org/10.1016/j.jseaes.2015.06.030
https://doi.org/10.1016/j.jseaes.2015.06.030
Autor:
Chih-Hao Chen1 n4891111@mail.ncku.edu.tw, Chein-Lee Wang1 clwang@mail.ncku.edu.tw
Publikováno v:
International Journal of Fracture. Jul2008, Vol. 152 Issue 2, p149-162. 14p. 6 Diagrams, 20 Charts.
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 139:1396-1401
A physics-based method is proposed for simultaneously obtaining the hydraulic conductivity, Young’s modulus, and Poisson’s ratio of soil materials using the uniaxial consolidation test. A nonlinear poroelastic model is presented, and the settleme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::107e5289e087b026869bd4d642592087
https://doi.org/10.1061/(asce)gt.1943-5606.0000862
https://doi.org/10.1061/(asce)gt.1943-5606.0000862
Publikováno v:
International Journal of Fracture. 180:119-127
Analytical expressions of the mode III interfacial stress intensity factor are derived for the edge-cracked problems in bonded semicircles and strips. The results are extracted from the solutions of the bonded finite sector by the conformal mapping m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::369c9024c78027a3bfc73e10568cbcb5
https://doi.org/10.1007/s10704-012-9797-9
https://doi.org/10.1007/s10704-012-9797-9
Publikováno v:
Ground water. 55(5)
The hydraulic properties of aquitards are not easily obtained because monitoring wells are usually installed in aquifers for groundwater resources management. Earthquake-induced crust stress (strain) triggers groundwater level variations over a short
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=pmid________::d090d93bff9df7ef26946e11a33cda05
https://pubmed.ncbi.nlm.nih.gov/28334420
https://pubmed.ncbi.nlm.nih.gov/28334420
Publikováno v:
Archive of Applied Mechanics. 82:1233-1250
Previous researchers have investigated anti-plane problems of a crack terminating at an interface within an infinite domain. This study is devoted to the theoretical analysis of these crack terminating problems for a circular composite material with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f614c0cd0de36d54104cc9a83f79a1a
https://doi.org/10.1007/s00419-012-0612-x
https://doi.org/10.1007/s00419-012-0612-x
Publikováno v:
Natural Hazards and Earth System Sciences, Vol 10, Iss 12, Pp 2475-2488 (2010)
Seismic-induced landslide hazards are studied using seismic shaking intensity based on the topographic amplification effect. The estimation of the topographic effect includes the theoretical topographic amplification factors and the corresponding amp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a75f2af3c9a7bb810c9ef766fa923898
https://doi.org/10.5194/nhess-10-2475-2010
https://doi.org/10.5194/nhess-10-2475-2010