| contributor author | Trevor G. Davies | |
| contributor author | Rowland Richards, Jr. | |
| contributor author | Kuang‐Hsiang Chen | |
| date accessioned | 2017-05-08T20:34:17Z | |
| date available | 2017-05-08T20:34:17Z | |
| date copyright | April 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9410%281986%29112%3A4%28479%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19899 | |
| description abstract | The results of a parametric study (based on a Mononobe-Okabe analysis) of passive earth pressure resistance of cohesionless soils under dynamic loading are presented. Since passive resistance decreases with increasing ground acceleration while the failure zone increases in size, retaining structures designed for static loading conditions may prove to be inadequate under seismic loading. The mathematical equivalence of the active and passive earth pressure problems is demonstrated and a number of ambiguities (surrounding the passive earth pressure problem) in the literature are resolved. | |
| publisher | American Society of Civil Engineers | |
| title | Passive Pressure During Seismic Loading | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1986)112:4(479) | |
| tree | Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 004 | |
| contenttype | Fulltext | |
