| contributor author | I. Anastasopoulos | |
| contributor author | G. Gazetas | |
| contributor author | M. F. Bransby | |
| contributor author | M. C. Davies | |
| contributor author | A. El Nahas | |
| date accessioned | 2017-05-08T21:29:27Z | |
| date available | 2017-05-08T21:29:27Z | |
| date copyright | March 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%291090-0241%282009%29135%3A3%28359%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53473 | |
| description abstract | Observations after earthquakes where surface fault ruptures crossed engineering facilities reveal that some structures survived the rupture almost unscathed. In some cases, the rupture path appears to divert, “avoiding” the structure. Such observations point to an interaction between the propagating rupture, the soil, and the foundation. This paper (i) develops a two-step nonlinear finite-element methodology to study rupture propagation and its interaction with strip foundations; (ii) provides validation through successful Class “A” predictions of centrifuge model tests; and (iii) conducts a parameter study on the interaction of strip foundations with normal fault ruptures. It is shown that a | |
| publisher | American Society of Civil Engineers | |
| title | Normal Fault Rupture Interaction with Strip Foundations | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2009)135:3(359) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 003 | |
| contenttype | Fulltext | |
