Zobrazeno 1 - 10 of 149 pro vyhledávání: '"H. Bolton Seed"'
1
Earthquake Fault Rupture Propagation through Soil
Autor: Lloyd S. Cluff, Jonathan D. Bray, H. Bolton Seed, Raymond B. Seed
Publikováno v: Journal of Geotechnical Engineering. 120:543-561
The phenomenon of earthquake fault rupture propagation through soil is quite complex and is not well understood at this time. This paper presents the results of an integrated investigation of this problem. Insights are developed from the examination
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::e4669f0552152c63ef4b0ba269e0c9b7
https://doi.org/10.1061/(asce)0733-9410(1994)120:3(543)
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2
Steady‐State Strength Analysis of Lower San Fernando Dam Slide
Autor: Thomas O. Keller, H. Bolton Seed, Gonzalo Castro, Raymond B. Seed
Publikováno v: Journal of Geotechnical Engineering. 118:406-427
An extensive reevaluation of the seismically induced 1971 Lower San Fernando dam slide is performed using steady-state strength concepts. This investigation includes both field and laboratory testing and is carried out as a cooperative effort by four
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::bd11cee8191c10add5e6b7e2edc79cd4
https://doi.org/10.1061/(asce)0733-9410(1992)118:3(406)
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3
Kettleman Hills Waste Landfill Slope Failure. II: Stability Analyses
Autor: H. Bolton Seed, Raymond B. Seed, James K. Mitchell
Publikováno v: Journal of Geotechnical Engineering. 116:669-690
Analyses were made to determine the cause of a stability failure of a 90 ft high, 15 acre hazardous waste landfill in which lateral displacements of up to 35 ft and vertical settlements of up to 14 ft were measured. The failure developed by sliding a
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::7769e21dfa433175377e7270d76fe3ee
https://doi.org/10.1061/(asce)0733-9410(1990)116:4(669)
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4
Kettleman Hills Waste Landfill Slope Failure. I: Liner‐System Properties
Autor: H. Bolton Seed, James K. Mitchell, Raymond B. Seed
Publikováno v: Journal of Geotechnical Engineering. 116:647-668
A slope‐stability failure occurred in a 15 acre hazardous‐waste landfill (90 ft high) in which lateral displacements of up to 35 ft and vertical settlements of up to 14 ft were measured. Failure developed by sliding along interfaces within the co
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::29812d370f3fd9030e60cd1ac0a54f8d
https://doi.org/10.1061/(asce)0733-9410(1990)116:4(647)
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5
Influence of Buildings on Potential Liquefaction Damage
Autor: Kyle M. Rollins, H. Bolton Seed
Publikováno v: Journal of Geotechnical Engineering. 116:165-185
The potential for liquefaction below a building is often evaluated by treating the soil as if it were in the free field. A summary of available field case histories, shaking table model tests, and centrifuge model tests is presented; this clearly ind
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::1f41886d26c74bb2627292c90986db59
https://doi.org/10.1061/(asce)0733-9410(1990)116:2(165)
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6
Earthquake Effects on Soil-Foundation Systems
Autor: H. Bolton Seed, Ronald C. Chaney, Sibel Pamukcu
Publikováno v: Foundation Engineering Handbook ISBN: 9781475752731
Foundation Engineering Handbook ISBN: 9781461367529
The damage resulting from earthquakes may be influenced in a number of ways by the characteristics of the soils in the affected area. Where the damage is related to a gross instability of the soil, resulting in large permanent movements of the ground
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3d3861c88e14b161a1a57a5434bfc1a1
https://doi.org/10.1007/978-1-4757-5271-7_16
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8
SUBSTRUCTURE DESIGN OF THE NEW MYSTIC PIER NO. 1, BOSTON
Autor: H. Bolton Seed
Publikováno v: Coastal Engineering Proceedings. 1:16
In order to provide adequate modern terminal facilities to handle the anticipated commerce requirements, the Port of Boston Authority, in 1947 prepared a master plan for the future development of the port. The second step of this plan was the reconst
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::74bbc49e28fc79bbc2e86ff1510f58ed
https://doi.org/10.9753/icce.v3.16
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