Seismic Response of San Francisco Waterfront FillsSource: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 004DOI: 10.1061/(ASCE)0733-9410(1983)109:4(491)Publisher: American Society of Civil Engineers
Abstract: The San Francisco waterfront was constructed between 1850 to 1920 by placing fill along the San Francisco Bay. The fills, reaching thicknesses of up to 40 ft (12 m), consist primarily of dune sand, rock fragments, bay mud, and construction debris. They were placed largely by dumping into the waters of the Bay. Not surprisingly, certain fill areas underwent large displacements in the 1906 San Francisco earthquake. Yet, at the same time, other areas showed little displacement. This behavior, plus that recorded in other seismic events, provides a unique record of fill behavior under earthquake loading. The study of the waterfront fills involved an historical review of waterfront construction, field testing and sampling, laboratory tests, and analytical studies. The field work was done both in areas where seismically induced movements were large and where they were small. The results of the investigation serve to explain the observed behavior of the fills; loose zones of the dune sand were found in the large movement areas which undoubtedly liquefied in the 1906 event. These were not present where only small movements occurred.
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| contributor author | G. Wayne Clough | |
| contributor author | Jean‐Lou Chameau | |
| date accessioned | 2017-05-08T20:33:10Z | |
| date available | 2017-05-08T20:33:10Z | |
| date copyright | April 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9410%281983%29109%3A4%28491%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19353 | |
| description abstract | The San Francisco waterfront was constructed between 1850 to 1920 by placing fill along the San Francisco Bay. The fills, reaching thicknesses of up to 40 ft (12 m), consist primarily of dune sand, rock fragments, bay mud, and construction debris. They were placed largely by dumping into the waters of the Bay. Not surprisingly, certain fill areas underwent large displacements in the 1906 San Francisco earthquake. Yet, at the same time, other areas showed little displacement. This behavior, plus that recorded in other seismic events, provides a unique record of fill behavior under earthquake loading. The study of the waterfront fills involved an historical review of waterfront construction, field testing and sampling, laboratory tests, and analytical studies. The field work was done both in areas where seismically induced movements were large and where they were small. The results of the investigation serve to explain the observed behavior of the fills; loose zones of the dune sand were found in the large movement areas which undoubtedly liquefied in the 1906 event. These were not present where only small movements occurred. | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Response of San Francisco Waterfront Fills | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1983)109:4(491) | |
| tree | Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 004 | |
| contenttype | Fulltext |