Zobrazeno 1 - 10
of 31
pro vyhledávání: '"H B Seed"'
Autor:
C. Yogachandran, H. B. Seed, K. Arulanandan, Kanthasamy K. Muraleetharan, Raymond B. Seed, K. Kabilamany
Publikováno v:
Journal of Geotechnical Engineering. 119:1717-1731
This study of the seismic stability of heterogeneous earth dams examined the results of a centrifuge model test to determine the validity of the hypothesis that a redistribution of water content occurs within a sand layer sandwiched between two relat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e870e9cd88dba682ced6b1c19827b0d6
https://doi.org/10.1061/(asce)0733-9410(1993)119:11(1717)
https://doi.org/10.1061/(asce)0733-9410(1993)119:11(1717)
Publikováno v:
Géotechnique. 32:87-94
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d920412b151fd0a8d5afe3192b313968
https://doi.org/10.1680/geot.1982.32.2.87
https://doi.org/10.1680/geot.1982.32.2.87
Publikováno v:
Journal of the Geotechnical Engineering Division. 101:651-688
The February 9, 1971 earthquake in San Fernando Valley, California, caused slides in the embankments of two old adjacent hydraulic fill dams. At the 140-ft high Lower dam, the entire upstream face slid into the reservoir leaving only 5 ft of freeboar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2778427d1dd50e64383b8aa50dc6d6d
https://doi.org/10.1061/ajgeb6.0000178
https://doi.org/10.1061/ajgeb6.0000178
Autor:
H B Seed, Faiz I. Makdisi
Publikováno v:
Journal of the Geotechnical Engineering Division. 104:849-867
The method uses the concept of yield acceleration but is based on the evaluation of the dynamic response of the embankment rather than a rigid body behavior. The yield accelerations, for a potential sliding mass, is estimated on the basis of the stat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::58a324cece321adc572fe367513f075e
https://doi.org/10.1061/ajgeb6.0000668
https://doi.org/10.1061/ajgeb6.0000668
Publikováno v:
Journal of the Geotechnical Engineering Division. 103:257-270
It is shown both analytically and experimentally that deposits of sand subjected to low magnitude earthquakes that are not sufficiently strong to cause liquefaction will develop an increased resistance to liquefaction in subsequent earthquakes even t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2148b5f7d09be2278f11fbd31b913af5
https://doi.org/10.1061/ajgeb6.0000399
https://doi.org/10.1061/ajgeb6.0000399
Publikováno v:
Journal of the Geotechnical Engineering Division. 101:423-438
The mechanism of progressive pore pressure increase during undrained cyclic simple shear tests on saturated sands has been examined in detail. The concepts developed provide a better understanding of the physical processes leading to liquefaction of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::caf6d74176db319b085930080edb34ac
https://doi.org/10.1061/ajgeb6.0000164
https://doi.org/10.1061/ajgeb6.0000164
Autor:
J R Booker, H B Seed
Publikováno v:
Journal of the Geotechnical Engineering Division. 103:757-768
The installation of a drainage system offers an attractive and economical procedure for stabilizing an otherwise potentially liquefiable sand deposit. Such a procedure has already been used in one case involving the construction of stone columns in a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::699ea5d0817073f6dae1ca9f8c16b532
https://doi.org/10.1061/ajgeb6.0000453
https://doi.org/10.1061/ajgeb6.0000453
Publikováno v:
Journal of the Geotechnical Engineering Division. 104:967-994
Particular emphasis is given to dam performance in six major earthquakes—San Francisco (1906); Ojika, Japan (1939); Fallon, Nevada (1954); Kern County, California (1952); Tokachi-Oki, Japan (1967); and San Fernando, California (1971). An attempt is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62f958b0858e90e18ce3c56694bd4b7f
https://doi.org/10.1061/ajgeb6.0000675
https://doi.org/10.1061/ajgeb6.0000675