contributor author | C. B. Crouse | |
contributor author | Behnam Hushmand | |
contributor author | J. Enrique Luco | |
contributor author | H. L. Wong | |
date accessioned | 2017-05-08T20:35:39Z | |
date available | 2017-05-08T20:35:39Z | |
date copyright | March 1990 | |
date issued | 1990 | |
identifier other | %28asce%290733-9410%281990%29116%3A3%28432%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20608 | |
description abstract | Forced‐haimonic‐vibration tests, using an eccentric‐mass shaker, were conducted on two small but different concrete foundations. One foundation (Cholame 1E), located in central California, consisted of a 4‐in.–(10‐cm‐) thick, 50‐in.‐ (1.27‐m‐) square slab with corner piers embedded in moderately stiff alluvial deposits. The other foundation (Station 6), a 6‐in.‐ (15‐cm‐) thick, | |
publisher | American Society of Civil Engineers | |
title | Foundation Impedance Functions: Theory Versus Experiment | |
type | Journal Paper | |
journal volume | 116 | |
journal issue | 3 | |
journal title | Journal of Geotechnical Engineering | |
identifier doi | 10.1061/(ASCE)0733-9410(1990)116:3(432) | |
tree | Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 003 | |
contenttype | Fulltext | |