On seismically induced pore pressure and settlement
By: Albert T.F. Chen
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Abstract
Two different approaches are used to estimate pore pressures and settlement in a 50-ft (15.2-m) sand deposit subjected to a variety of earthquake loadings. Although the two approaches seem consistent in predicting the occurrence of liquefaction, the results show that they are quite divergent in estimating pore-pressure build-ups and magnitude of ground settlement.
| Publication type | Conference Paper |
|---|---|
| Publication Subtype | Conference Paper |
| Title | On seismically induced pore pressure and settlement |
| Issue | n |
| Year Published | 1988 |
| Language | English |
| Publisher | Publ by ASCE |
| Publisher location | New York, NY, United States |
| Larger Work Title | Geotechnical Special Publication |
| First page | 482 |
| Last page | 492 |
| Conference Title | Earthquake Engineering and Soil Dynamics II - Recent Advances in Ground-Motion Evaluation: Proceedings of the Specialty Conference |
| Conference Location | Park City, UT, USA |
| Conference Date | 27 June 1988 through 30 June 1988 |