Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Weijuan Geng"'
Publikováno v:
Scientific Reports, Vol 12, Iss 1, Pp 1-16 (2022)
Abstract This study evaluates the strength behaviors and morphological characteristics of Lianyungang marine clay under the effect of porewater salinity. Soil at higher salinity was found to have increased internal friction angle and undrained shear
Externí odkaz:
https://doaj.org/article/114673e426354deda723eb044fce20e6
Publikováno v:
Soils and Foundations, Vol 63, Iss 1, Pp 101264- (2023)
This study evaluates the strength behaviors of dredging slurry at high water content reinforced by polypropene fibers. Variables, including cement content, curing time, fiber content, fiber length, and water content, were applied to study the effects
Externí odkaz:
https://doaj.org/article/b20f5c88b71c477f96355eb7a7535579
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
This study evaluates the compression behaviors of a soft marine clay reinforced with waste shredded tire (WST) at different sizes (
Externí odkaz:
https://doaj.org/article/61050105c8c441c3962f94ede0fb6186
Publikováno v:
Environmental Geotechnics. :1-9
In this study, the authors investigate the morphological organisation of polymers in bentonite–polymer composites (BPCs) used in geosynthetic clay liners and controls on hydraulic conductivity and viscosity. A limited understanding of the relations
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::76ba41ccba45ba843f12adcca8fade6a
https://doi.org/10.1680/jenge.21.00125
https://doi.org/10.1680/jenge.21.00125
Publikováno v:
Environmental Geotechnics. :1-12
The hydraulic conductivity of geosynthetic clay liners (GCLs) containing bentonite–polymer composites (BPCs) is controlled by a pore clogging mechanism related to the swelling of sodium bentonite (NaB) granules and formation of polymer gel in the p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::251d0dc7748174fb4a8cb5b2044e1477
https://doi.org/10.1680/jenge.22.00072
https://doi.org/10.1680/jenge.22.00072
Publikováno v:
International Journal of Civil Engineering. 21:149-158
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89a8fe83bf7ea684274870d916efcdbf
https://doi.org/10.1007/s40999-022-00737-w
https://doi.org/10.1007/s40999-022-00737-w
Publikováno v:
Soils and Foundations. 61:1453-1463
This study investigates the effect of initial water content on the pore pressure response and undrained shear behavior of K0 consolidated reconstituted clay. A series of K0 consolidated undrained triaxial compression tests were conducted on reconstit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca61e66adb3d0fda57ce170b1d03b16b
https://doi.org/10.1016/j.sandf.2021.08.010
https://doi.org/10.1016/j.sandf.2021.08.010
Publikováno v:
Ocean Engineering. 281:114719
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a8e4f851d6dd1b43366d95607133fa0
https://doi.org/10.1016/j.oceaneng.2023.114719
https://doi.org/10.1016/j.oceaneng.2023.114719
Effect of porewater salinity on compression behaviors and hydraulic conductivity of soft marine clay
Publikováno v:
Marine Georesources & Geotechnology. 40:813-822
This study investigates the effect of porewater salinity on the compression behaviors of soft marine clay with multi-mineral compositions. A series of one-dimension compression tests were conducted...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ea3196e24a1590ae543fd62a936f7167
https://doi.org/10.1080/1064119x.2021.1941451
https://doi.org/10.1080/1064119x.2021.1941451
Publikováno v:
Bulletin of Engineering Geology and the Environment. 80:4929-4941
This study experimentally investigates the coupled effects of initial water content and swelling history (i.e., free swelling, no swelling, and confined swelling) on compression behaviors of bentonite via two suites of swelling tests and four sets of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d9764da94739b2b69ed71a5aa526319
https://doi.org/10.1007/s10064-021-02229-y
https://doi.org/10.1007/s10064-021-02229-y