A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Response of Tension Piles to Vertical Seismic Motion in Saturated Fine Sand
This study addresses the problem of vertical dynamic response of axially loaded piles with tension bias under the vertical component of earthquake loading. Of special concern are (a) whether the pile loses capacity during the period of strong ground motion and thereby either fails or operated under a lower-than-desirable factor of safety, and (b) if the pile loses capacity, whether that loss is permanent or whether it is regained after the conclusion or seismic event.
Response of Tension Piles to Vertical Seismic Motion in Saturated Fine Sand
This study addresses the problem of vertical dynamic response of axially loaded piles with tension bias under the vertical component of earthquake loading. Of special concern are (a) whether the pile loses capacity during the period of strong ground motion and thereby either fails or operated under a lower-than-desirable factor of safety, and (b) if the pile loses capacity, whether that loss is permanent or whether it is regained after the conclusion or seismic event.
Response of Tension Piles to Vertical Seismic Motion in Saturated Fine Sand
M. W. O'Neill (author) / C. Vipulanandan (author) / M. Ochoa (author)
1989
166 pages
Report
No indication
English
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