Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Daniel R. VandenBerge"'
Autor:
Daniel R. VandenBerge, Prince Turkson
Publikováno v:
Geo-Congress 2023.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b9a720115f4ea18a48615988ff200ed4
https://doi.org/10.1061/9780784484692.057
https://doi.org/10.1061/9780784484692.057
Autor:
Prince Turkson, Daniel R. VandenBerge
Publikováno v:
Geo-Congress 2023.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::48ce78502da53f6d42b583289899ba7b
https://doi.org/10.1061/9780784484678.007
https://doi.org/10.1061/9780784484678.007
Publikováno v:
Geo-Congress 2023.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::761a7d5a37e38e4c0d1e678d8eec38b0
https://doi.org/10.1061/9780784484678.040
https://doi.org/10.1061/9780784484678.040
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::30b3e5da5390decb75b4d7a392b5da57
https://doi.org/10.1061/(asce)gt.1943-5606.0002752
https://doi.org/10.1061/(asce)gt.1943-5606.0002752
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
The upstream or waterside slopes of water-retaining structures, such as earth dams and levees, must be designed for rapid drawdown (RDD). While multiple instances of RDD failure have occurr...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::658166d0bb3cb345d4b4fa25ef842bff
https://doi.org/10.1061/(asce)gt.1943-5606.0002593
https://doi.org/10.1061/(asce)gt.1943-5606.0002593
Publikováno v:
Practice Periodical on Structural Design and Construction. 26
The commonly-used viscous damping approach, Rayleigh damping, has been shown to develop excessive damping forces in the nonlinear response history analysis (RHA) of fixed-base structural sy...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fea42e9beceaf0d18307824c2ff0d207
https://doi.org/10.1061/(asce)sc.1943-5576.0000596
https://doi.org/10.1061/(asce)sc.1943-5576.0000596
Publikováno v:
Geotechnical and Geological Engineering. 37:5441-5455
Many slopes are comprised of soils that exhibit a nonlinear shear strength or failure envelope, and multiple mathematical relationships have been developed to account for this nonlinearity. At the same time, the numerical shear strength reduction (SS
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f766de7feff218b2980fc8e05c9613b
https://doi.org/10.1007/s10706-019-00991-1
https://doi.org/10.1007/s10706-019-00991-1
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
Global stability analysis is a key component of mechanically stabilized earth (MSE) wall design, especially those constructed over marginal soils. When limit equilibrium analysis is used fo...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a5716a7bb93ae212fcbe5285ec0ecbb
https://doi.org/10.1061/(asce)gt.1943-5606.0002540
https://doi.org/10.1061/(asce)gt.1943-5606.0002540
Publikováno v:
IFCEE 2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6d59d3887cbe10a2b6a125bfab85daa7
https://doi.org/10.1061/9780784483435.015
https://doi.org/10.1061/9780784483435.015
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
The 73-m-tall (240-ft) reinforced soil slope (RSS) that supported Runway 5 at Yeager Airport in Charleston, West Virginia failed catastrophically on March 12, 2015 after a service period of...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2fca50e1c6a3abca868dc627e3133a9
https://doi.org/10.1061/(asce)gt.1943-5606.0002430
https://doi.org/10.1061/(asce)gt.1943-5606.0002430